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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.8 LAccepted-AOC | ₹7.8 L | 1 | Accepted-AOC Accepted on least quoted |
| 2 | 2₹8.3 LRejected-AOC | ₹8.3 L | 2 | Rejected-AOC Rejected |
| 3 | 3₹8.9 LRejected-AOC | ₹8.9 L | 3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | BHARATHAN L2 | MOHAMMED FIROS K L3 | SAJIN.K C L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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 | 62.37 | m3 | 175.4 ₹10,939.70 | 324.93 ₹20,265.83 | 285 ₹17,775.45 |
| 1.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne
capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and
consolidating with road roller including making good the undulations etc. and rerolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 405 | m2 | 174.24 ₹70,567.20 | 204.48 ₹82,813.10 | 180 ₹72,900 |
| 1.00 | 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 | 39.15 | m3 | 230.48 ₹9,023.29 | 232.71 ₹9,110.50 | 200 ₹7,830 |
| 2.00 | Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place
Method Construction of granular sub-base by providing well graded material,
spreading in uniform layers with motor grader on prepared surface, mixing by mix in
place method with rotavator at OMC, and compacting with smooth wheel roller to
achieve the desired density, complete as per Technical Specification Clause 401. (i)
For Grading I Material | 60.75 | m3 | 2,466 ₹1.5 L | 3,023.86 ₹1.8 L | 2,655 ₹1.6 L |
| 2.00 | Plain/reinforced cement concrete in substructure complete as per drawings and
technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height
upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 60.75 | m3 | 9,112.66 ₹5.5 L | 9,090.06 ₹5.5 L | 7,980 ₹4.8 L |
| 2.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per
drawings and technical specifications Clause 802, 803, 1202 & 1203 III. P.C.C. grade
M 20 (i) Nominal mix (1:2:4) | 4.32 | m3 | 7,722.78 ₹33,362.41 | 8,594.25 ₹37,127.15 | 7,540 ₹32,572.80 |
| 2.00 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per
drawings and technical specifications Clauses 1000 and 1202 | 0.1 | tonne | 62,813.6 ₹6,092.92 | 90,723.01 ₹8,800.13 | 79,000 ₹7,663 |
Updated dates
Tender Value
₹10.9 L
EMD Value
₹27,275
Closing Date
6 Mar 2026, 5:00 pmClosed
Assistant Conservator of Forests
Wayanad Social Forestry Division, Kalpetta
IMPROVEMENT OF ROAD TO COMPOST UNIT IN DISTRICT PERMANENT NURSERY AT CHUZHALI UNDER KALPETTA SOCIAL FORESTRY RANGE DURING 2025-26
2026_FD_838084_1
WSF2-1420/25
Open Tender
Civil Works - Roads
60 days
CHUZHALI, KALPETTA
Please refer tender documents
6 documents required · 6 mandatory
₹2,950
Yes
₹27,275
Yes
15 May 2026
19 Feb 2026
9 Mar 2026
19 Feb 2026
6 Mar 2026
19 Feb 2026
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
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and rerolling the sub grade and disposal of surplus earth with lead upto 50 metres.
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
Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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