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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.0 LAccepted-AOC PADIKKAL THATHA CHERI VATHMUKK | ₹5.0 L | 1 | Accepted-AOC accepted |
| 2 | Rejected-Technical NA | - | - | Rejected-Technical REJECT |
| Sl No | Description | Qty | Unit | ABDULLA KELOTH L1 | M.P.Thufail L2 |
|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 48.61 | cum | 100 ₹4,861.30 | 200 ₹9,722.60 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 32.41 | cum | 2,300 ₹74,538.40 | 2,400 ₹77,779.20 |
| 1.00 | 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) | 48.61 | cum | 8,600 ₹4.2 L | 8,700 ₹4.2 L |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 0.06 | cum | 300 ₹18.90 | 400 ₹25.20 |
| 1.00 | 11.4.1.2:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (ii) Nominal mix 1:3.6 (Hand mixing) | 0.06 | cum | 8,000 ₹504 | 9,000 ₹567 |
| 1.01 | 12.1.3:Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 III. In 1:5 cement mortar | 0.13 | cum | 400 ₹53.20 | 60 ₹7.98 |
| 1.01 | OD387385/2025-2026:supplying and fixing name board in granite stone 61cm x 92 cm fixed at site with
cement mortar 1:4, 12mm thick including all coat of materials labour charges etc. complete. | 1 | no | 6,000 ₹6,000 | 7,000 ₹7,000 |
Tender Value
₹5.1 L
EMD Value
₹12,708
Closing Date
18 Mar 2026, 6:00 pmClosed
SECRETARY THODANNUR BLOCK PANCHAYAT
THODANNUR BLOCK PANCHAYAT
CONSTRUCTION OF ROAD POYILMUKKU PUTHIYEDATHTHAZHE RAYAROTHMUKKU WARD 8 AYANCHERI GRAMAPANCHAYAT
2026_CRD_845502_1
1429324-2026
Open Tender
Civil Works - Roads
THODANNUR BLOCK
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,708
Yes
4 Jun 2026
10 Mar 2026
21 Mar 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
DETAILED ESTIMATE
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
11.4.1.2:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (ii) Nominal mix 1:3.6 (Hand mixing)
12.1.3:Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 III. In 1:5 cement mortar
OD387385/2025-2026:supplying and fixing name board in granite stone 61cm x 92 cm fixed at site with cement mortar 1:4, 12mm thick including all coat of materials labour charges etc. complete.
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