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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.3 LAccepted-Finance KAVINAL HOUSE LAKKIDI KUNNATHIDAVAKA | ₹24.3 L | L1 | Accepted-Finance L1 is accepted as it is within the tender PAC and all documents are in order. |
| 2 | L2₹25.0 L+₹72,652.13 (2.99%)Rejected-Finance | ₹25.0 L+₹72,652.13 (2.99%) | L2 | Rejected-Finance L1 is accepted as it is within the tender PAC and all documents are in order. |
| Sl No | Description | Qty | Unit | SURESH K R L1 | G.K Constructions L2 |
|---|---|---|---|---|---|
| 1.00Construction Of Building | |||||
| 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 | 52.5 | CUM | 257.66 ₹13,527.15 Lowest | 265.36 ₹13,931.35 |
| 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 | 49.84 | CUM | 359.76 ₹17,932.24 Lowest | 370.51 ₹18,468.17 |
| 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) | 12.32 | CUM | 7,933.68 ₹97,742.94 Lowest | 8,170.88 ₹1,00,665.21 |
| 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 | 18.54 | SQM | 386.2 ₹7,160.15 Lowest | 397.75 ₹7,374.19 |
| 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) | 12.16 | CUM | 10,489.82 ₹1,27,556.21 Lowest | 10,803.43 ₹1,31,369.75 |
| 1.01 | 5.9.5 Centering and shuttering including strutting, etc. and
removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers | 91.83 | SQM | 762.96 ₹70,059.57 Lowest | 785.77 ₹72,153.75 |
| 1.01 | 5.9.19 Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc.,
including edges | 28 | SQM | 1,022.04 ₹28,616.1 Lowest | 1,052.6 ₹29,471.69 |
| 1.01 | 5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies
and access platform | 75.23 | SQM | 961.34 ₹72,323.53 Lowest | 990.08 ₹74,485.47 |
| 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 | 37.88 | M | 228.15 ₹8,642.32 Lowest | 234.97 ₹8,900.82 |
Tender Value
₹24.3 L
EMD Value
₹50,000
Closing Date
24 Jul 2026, 12:00 pmClosed
Project engineer
Project Engineer District Nirmithi Kendra, Idukki Painavu P O Kuyilimala Idukki 685603
The work comprises the construction of a Yoga Hall at Government Model Homeo Dispensary Valiyathovala,Idukki District under SAAP 202526 of the National AYUSH Mission The project includes construction of a Yoga Hall Trainer Room Dress Changing Room st
2026_DNI_860378_1
DNKI/ET21/2026
Open Tender
Civil Works - Buildings
Item Rate
VALIYATHOVALA
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹50,000
3 Aug 2026
15 Jul 2026
25 Jul 2026
15 Jul 2026
24 Jul 2026
15 Jul 2026
15 Jul 2026 - 17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction Of Building | |||||
| 1.001 | 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 | 100 | - |
| 1.002 | 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 |
| 1.003 | 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) | 12.32 | CUM | 10 | ₹123.2 |
| 1.004 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc
for mass concrete | 18.54 | SQM | 10 | ₹185.4 |
| 1.005 | 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) | 12.16 | CUM | 10 | ₹121.6 |
| 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 | 10 | ₹3.99 |
| 1.007 | 5.9.19 Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc.,
including edges | 1 | SQM | 10 | ₹9.99 |
| 1.008 | 5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies
and access platform | 0.8 | SQM | 10 | ₹7.99 |
| 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 | 37.88 | M | 10 | ₹378.8 |
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