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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.3 LAccepted-AOC | ₹15.3 L | L1 | Accepted-AOC The tender has been awarded to the contractor who submitted the lowest responsive bid (L1), after verification of all required documents and eligibility criteria, which were found to be in order. |
| 2 | L2₹16.0 L+₹76,342.59 (5.00%)Rejected-Finance | ₹16.0 L+₹76,342.59 (5.00%) | L2 | Rejected-Finance L1 is accepted as it is within the tender PAC and all documents are in order. |
| Sl No | Description | Qty | Unit | BASIL SAJI L2 | George KM L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF NEW 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 | 86.44 | cum | 275.1 ₹23,779.64 | 262 ₹22,647.28 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) | 18.79 | cum | 1,680 ₹31,572.24 | 1,600 ₹30,068.8 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 | 16.8 | sqm | 294 ₹4,939.2 | 280 ₹4,704 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) | 25.78 | cum | 3,150 ₹81,203.85 | 3,000 ₹77,337 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 195.01 | sqm | 577.5 ₹1,12,617.12 | 550 ₹1,07,254.4 Lowest |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 29.04 | sqm | 787.5 ₹22,869 | 750 ₹21,780 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 120.66 | sqm | 735 ₹88,681.43 | 700 ₹84,458.5 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 | 94 | metre | 168 ₹15,792 | 160 ₹15,040 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 118.85 | sqm | 693 ₹82,361.66 | 660 ₹78,439.68 Lowest |
Tender Value
₹15.3 L
EMD Value
₹38,180
Closing Date
28 Jul 2026, 9:00 amClosed
Executive Secretary District Nirmithi Kendra Idukk
Project Engineer District Nirmithi Kendra Idukki Painavu P O Kuyilimala Idukki 685603
The work involves the construction of a new permanent framed building for the Janakeeya Arogya Kendram under the National Health Mission at Mundanmudy in Vannapuram Grama Panchayath, Idukki District. The project includes the construction of the build
2026_DNI_861213_1
DNKI/ET32/2026
Open Tender
Civil Works - Buildings
Item Rate
Muttukadu Chinnakanal Grama Panchayath, Devikulam
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
₹38,180
17 Sept 2026
18 Jul 2026
30 Jul 2026
18 Jul 2026
28 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF NEW 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) | 1 | 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 | - | 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 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.2 | sqm | - | - |
| 1.006 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 1 | sqm | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 0.2 | sqm | - | - |
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