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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.0 LAccepted-Finance | ₹43.0 L | L1 | Accepted-Finance L1 Bidder |
| 2 | L2₹45.5 LAccepted-Finance KERALA INDIA 682030 | ERNAKULAM | KERALA | 682030 | ₹45.5 L | L2 | Accepted-Finance L2 Bidder |
| Sl No | Description | Qty | Unit | R. Sajikumar L2 | Anoop Anand L1 |
|---|---|---|---|---|---|
| 1.00CIVIL WORKS EARTH WORK EXCAVATION | |||||
| 1.01 | 2.6.1 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 21.25 | cum | 300 ₹6,374.4 Lowest | 300 ₹6,374.4 Lowest |
| 1.02 | 2.8.1 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 | 202.12 | cum | 400 ₹80,849.6 Lowest | 400 ₹80,849.6 Lowest |
| 1.03 | 2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 54.14 | cum | 150 ₹8,120.4 | 140 ₹7,579.04 Lowest |
| 1.04 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 189.87 | cum | 300 ₹56,959.5 Lowest | 350 ₹66,452.75 |
| 1.05 | 50.2.25.1 Filling with contractor's own 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 as per direction of site Engineer-in-charge | 70.07 | cum | 1,400 ₹98,099.4 | 800 ₹56,056.8 Lowest |
| 1.06 | Providing and applying Anti-termite treatment by injecting chemical emulsion Imidacloprid 30.5%SC at a concentration 5 litres per sqm or as per manufacturers recommendation for preconstructional treatment and creating a chemical barrier as per IS 6313 (Part II) 2001 for wall trenches, foundation, top surface of plinth filling, foundation of wall and floor, along the external perimeter of the building, etc. complete conforming to manufacturers specification and as directed by the Engineer-in- Charge. (Plinth area only to be measured for the payment ) | 95.55 | sqm | 155 ₹14,810.25 | 150 ₹14,332.5 Lowest |
| 1.07 | 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources) | 17.59 | sqm | 650 ₹11,436.75 | 600 ₹10,557 Lowest |
| 1.08 | 4.13 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | 17.59 | sqm | 175 ₹3,079.13 | 170 ₹2,991.15 Lowest |
| 2.00PCC WORKS | |||||
Tender Value
₹43.2 L
EMD Value
₹50,000
Closing Date
27 Mar 2026, 3:00 pmClosed
Managing Director, INKEL Limited
1st Floor, Ajiyal Complex, Post Office Road, Kakkanad, Cochin - 682030
Civil, Plumbing and Electrical Works
2026_INKEL_847003_1
NIT/INKEL/NHM/2025-26/357 dated 12/03/2026
Open Tender
Civil Works - Buildings
Item Rate
270 days
Aroor South
As per Tender Document
12 documents required · 12 mandatory
₹2,950
₹50,000
Yes
16 Jul 2026
12 Mar 2026
30 Mar 2026
13 Mar 2026
27 Mar 2026
19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORKS EARTH WORK EXCAVATION | |||||
| 1.01 | 2.6.1 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 1.02 | 2.8.1 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 | 0.6 | cum | - | - |
| 1.03 | 2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | - | cum | - | - |
| 1.04 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | - | cum | - | - |
| 1.05 | 50.2.25.1 Filling with contractor's own 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 as per direction of site Engineer-in-charge | 0.4 | cum | - | - |
| 1.06 | Providing and applying Anti-termite treatment by injecting chemical emulsion Imidacloprid 30.5%SC at a concentration 5 litres per sqm or as per manufacturers recommendation for preconstructional treatment and creating a chemical barrier as per IS 6313 (Part II) 2001 for wall trenches, foundation, top surface of plinth filling, foundation of wall and floor, along the external perimeter of the building, etc. complete conforming to manufacturers specification and as directed by the Engineer-in- Charge. (Plinth area only to be measured for the payment ) | 1 | sqm | - | - |
| 1.07 | 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources) | 1 | sqm | - | - |
| 1.08 | 4.13 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | 1 | sqm | - | - |
| 2PCC WORKS | |||||
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