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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹8.1 L+₹80,438.07 (11.0%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹8.4 L+₹1.1 L (15.3%)Admitted-Fee/PreQual/Technical/Finance PADIKKAL THATHA CHERI VATHMUKK | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹8.6 L+₹1.3 L (18.2%)Admitted-Fee/PreQual/Technical/Finance NA | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ABDULLA KELOTH L3 | M.P.Thufail L4 | KAIRALI LABOUR CONTRACT CO-OPERATIVE SOCIETY L2 | KARUNAKARAN P L1 |
|---|---|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 159.3 | cum | 60 ₹9,558 | 80 ₹12,744 | 60.03 ₹9,562.78 | 54.21 ₹8,635.65 Lowest |
| 1.00 | OD106478/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift
up to 1.5 m as per direction of site Engineer-in-charge | 21.58 | cum | 400 ₹8,631.2 | 450 ₹9,710.1 | 452 ₹9,753.26 | 366.78 ₹7,914.38 Lowest |
| 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. | 53.1 | cum | 2,300 ₹1,22,130 | 2,400 ₹1,27,440 | 2,180 ₹1,15,758 | 1,963.64 ₹1,04,269.28 Lowest |
| 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) | 79.65 | cum | 8,700 ₹6,92,955 | 8,800 ₹7,00,920 | 8,390.25 ₹6,68,283.41 | 7,554.65 ₹6,01,727.87 Lowest |
| 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 ₹18.9 Lowest | 400 ₹25.2 | 386 ₹24.32 | 348.75 ₹21.97 |
| 1.01 | 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 | 8,800 ₹554.4 | 8,225 ₹518.18 | 7,405.99 ₹466.58 Lowest |
| 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 | 8,000 ₹1,064 | 8,700 ₹1,157.1 | 8,610 ₹1,145.13 | 7,753.46 ₹1,031.21 Lowest |
| 1.01 | OD103271/2026-2027: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 | 5,000 ₹5,000 | 8,000 ₹8,000 | 3,586 ₹3,586 Lowest | 4,126.07 ₹4,126.07 |
Tender Value
₹8.5 L
EMD Value
₹21,168
Closing Date
16 Sept 2026, 6:00 pmClosed
SECRETARY THODANNUR BLOCK PANCHAYAT
SECRETARY THODANNUR BLOCK PANCHAYAT
MPLADS PANAYULLATHIMUKKU ERANJIMUKKU ROAD CONCRETIN
2026_CRD_867973_1
4730749-2026
Open Tender
Civil Works - Roads
Item Rate
THODANNUR BLOCK
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,168
Yes
22 Sept 2026
8 Sept 2026
18 Sept 2026
8 Sept 2026
16 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DETAILED ESTIMATE | |||||
| 1.001 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 159.3 | cum | - | - |
| 1.002 | OD106478/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift
up to 1.5 m as per direction of site Engineer-in-charge | 21.58 | cum | - | - |
| 1.003 | 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. | 53.1 | cum | - | - |
| 1.004 | 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) | 79.65 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | OD103271/2026-2027: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 | - | - |
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