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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹38.6 LAccepted-AOC | ₹38.6 L | 1 | Accepted-AOC first lowest.work order issued |
| 2 | 2₹39.3 L+₹69,831.72 (1.81%)Rejected-AOC | ₹39.3 L+₹69,831.72 (1.81%) | 2 | Rejected-AOC 2nd lowest |
| 3 | 3₹41.0 L+₹2.4 L (6.30%)Rejected-AOC | ₹41.0 L+₹2.4 L (6.30%) | 3 | Rejected-AOC 3rd lowest |
| Sl No | Description | Qty | Unit | M ABDUL KHADER L3 | ASHIF T.A L1 | ABOOBACKER K L2 |
|---|---|---|---|---|---|---|
| 1.00CIVIL WORKS | ||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 225 | sqm | 15.87 ₹3,570.75 | 14.93 ₹3,359.25 Lowest | 15.21 ₹3,422.25 |
| 1.00 | 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 | 60 | cum | 224.93 ₹13,495.8 | 211.6 ₹12,696 Lowest | 215.41 ₹12,924.6 |
| 1.00 | 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 | 37.79 | cum | 314.07 ₹11,869.02 | 295.46 ₹11,165.73 Lowest | 300.78 ₹11,366.78 |
| 1.00 | 2.9.1: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 | 9.73 | cum | 573.16 ₹5,579.71 | 539.2 ₹5,249.11 Lowest | 548.9 ₹5,343.54 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 7.42 | cum | 6,926.21 ₹51,392.48 | 6,515.76 ₹48,346.94 Lowest | 6,632.93 ₹49,216.34 |
| 1.01 | 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. | 38.02 | cum | 278.05 ₹10,570.63 | 261.58 ₹9,944.49 Lowest | 266.28 ₹10,123.17 |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 54 | cum | 389.15 ₹21,014.1 | 366.09 ₹19,768.86 Lowest | 372.67 ₹20,124.18 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 4.32 | sqm | 337.15 ₹1,456.49 | 317.17 ₹1,370.17 Lowest | 322.87 ₹1,394.8 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 21.76 | sqm | 880.56 ₹19,160.99 | 828.37 ₹18,025.33 Lowest | 842.58 ₹18,334.54 |
Tender Value
₹44.2 L
EMD Value
₹50,000
Closing Date
8 Jun 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer KSHB Kasargod Division,Indira Nagar, Chengala,Kasargod
In order to strengthen primary healthcare services and improve accessibility to maternal, child health, immunization, and preventive healthcare services, the construction Janakeeya arogya kendram at Karinthalam is proposed
2026_KSHB_853088_1
EE/01/KSHB/KSGD/2026-27
Open Tender
Civil Works - Buildings
Item Rate
Karithalam
Please refer Tender documents.
8 documents required · 8 mandatory
₹3,415
Yes
₹50,000
Yes
7 Aug 2026
29 May 2026
10 Jun 2026
29 May 2026
8 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORKS | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | 1.25 | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | 1 | cum | 100 | ₹99.9 |
| 1.004 | 2.9.1: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 | 1 | cum | 53 | ₹52.95 |
| 1.005 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | 10 | ₹9.99 |
| 1.006 | 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 | 11 | - |
| 1.007 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | - | cum | - | - |
| 1.008 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | 10 | - |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | 22 | - |
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