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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC MADAVOOR PO KOZHIKODE PIN 673585 | KOZHIKODE | KERALA | 673585 | ₹4.7 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹5.0 LRejected-Finance | ₹5.0 L | L2 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | ASHRAF M L1 | ABDUL NIZAR N M L2 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.00 | OD491997/2025-2026:Earthwork 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 upto 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 (DAR 2.8.1) | 6.3 | cum | 271.59 ₹1,711.02 | 288.11 ₹1,815.09 |
| 1.00 | OD491998/2025-2026:DRY RUBBLE MASONRY - Dry Rubble without concrete levelling course masonry with good quality blasted rubble packing and compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of departmental officers at site (Modified spec 60.7.1 of DAR) | 32.1 | cum | 3,014.96 ₹96,780.22 | 3,198.38 ₹1.0 L |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.12 | cum | 6,924.06 ₹7,789.57 | 7,345.28 ₹8,263.44 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 197.6 | cum | 480.24 ₹94,895.42 | 509.46 ₹1.0 L |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 20.8 | cum | 2,427.78 ₹50,497.82 | 2,575.48 ₹53,569.98 |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 31.2 | cum | 6,930.95 ₹2.2 L | 7,352.61 ₹2.3 L |
Tender Value
₹5.9 L
EMD Value
₹14,826
Closing Date
5 Mar 2026, 4:00 pmClosed
ASWATHY S PRASAD
Office of the Assistant Engineer LID EW Section MADAVOOR Grama Panchayat
Construction
2026_LSGD_840679_21
T12/AE/MDR/2025-26
Open Tender
Civil Works - Roads
365 days
MADAVOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,826
Yes
2 Jun 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
OD491997/2025-2026:Earthwork 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 upto 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 (DAR 2.8.1)
OD491998/2025-2026:DRY RUBBLE MASONRY - Dry Rubble without concrete levelling course masonry with good quality blasted rubble packing and compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of departmental officers at site (Modified spec 60.7.1 of DAR)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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