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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 LAccepted-AOC | ₹16.4 L | L1 | Accepted-AOC The contract was awarded to the qualified L1 bidder, and the agreement has been executed. |
| 2 | L2₹16.6 L+₹19,835 (1.21%)Rejected-Finance | ₹16.6 L+₹19,835 (1.21%) | L2 | Rejected-Finance L1 is accepted as it is within the tender PAC and all documents are in order |
| Sl No | Description | Qty | Unit | ABDUL RAHIM K S L1 | NEFFI K E L2 |
|---|---|---|---|---|---|
| 1.00Construction Of Building | |||||
| 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 | 74.95 | cum | 300 ₹22,486.5 Lowest | 300 ₹22,486.5 Lowest |
| 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) | 12.12 | cum | 2,100 ₹25,447.8 Lowest | 2,100 ₹25,447.8 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 88.86 | sqm | 290 ₹25,769.11 Lowest | 290 ₹25,769.11 Lowest |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 25.63 | cum | 3,300 ₹84,588.9 Lowest | 3,500 ₹89,715.5 |
| 1.00 | 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. | 22.11 | cum | 200 ₹4,422 Lowest | 200 ₹4,422 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 86.25 | sqm | 575 ₹49,594.33 Lowest | 575 ₹49,594.33 Lowest |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 43.56 | sqm | 760 ₹33,105.6 Lowest | 800 ₹34,848 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 125.66 | sqm | 700 ₹87,964.8 Lowest | 700 ₹87,964.8 Lowest |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 150.02 | metre | 180 ₹27,003.6 Lowest | 180 ₹27,003.6 Lowest |
Tender Value
₹16.4 L
EMD Value
₹40,954
Closing Date
23 Jul 2026, 5:00 pmClosed
Project engineer
Project Engineer District Nirmithi Kendra Idukki Painavu P O Kuyilimala Idukki 685603
The work is aimed for the construction of a new permanent framed building for Janakeeya Arogya Kendram under National Health Mission at Senapathy in Senapathy Grama Panchayath in Idukki District and Project comprises the construction of the building
2026_DNI_860778_1
DNKI/ET26/2026
Open Tender
Civil Works - Buildings
Item Rate
Senapathy Senapathy Grama Panchayath Udumbanchola
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,275
₹40,954
27 Aug 2026
16 Jul 2026
25 Jul 2026
16 Jul 2026
23 Jul 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction Of Building | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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) | - | cum | - | - |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 0.6 | sqm | - | - |
| 1.004 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.005 | 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. | 1 | cum | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.4 | sqm | - | - |
| 1.007 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | - | sqm | - | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 0.6 | sqm | - | - |
| 1.009 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
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