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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | ₹5.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.1 L+₹2,837.33 (0.56%)Rejected-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | ₹5.1 L+₹2,837.33 (0.56%) | L2 | Rejected-AOC L2 |
| 3 | L3₹5.3 L+₹24,022 (4.75%)Rejected-AOC ERINJAD GRAMA PANCHAYATH | ₹5.3 L+₹24,022 (4.75%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L2 | SIJIL KUMAR L1 | Ranjith T L3 |
|---|---|---|---|---|---|---|
| 1.00INTERLOCKING TILE | ||||||
| 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. <br>(ii) Using Gravel mix soil. | 16.34 | cum | 2,050.68 ₹33,508.11 Lowest | 2,086.62 ₹34,095.37 | 2,484.07 ₹40,589.7 |
| 1.00 | OD483823/2025-2026:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block
Pavements having thickness 80 mm thickness, minimum strength M40 including providing a
layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as
per the directions of the departmental officers at site inclusive of all cost and conveyance
charges etc. complete. (Modified MORTH 55.23) | 136 | sqm | 1,028.3 ₹1,39,848.8 | 982.8 ₹1,33,660.8 Lowest | 1,100 ₹1,49,600 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.43 | cum | 7,636.83 ₹26,209.6 Lowest | 7,716.86 ₹26,484.26 | 8,000 ₹27,456 |
| 2.00Side protection | ||||||
| 2.00 | OD483850/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 12 | hour | 308.86 ₹3,706.32 | 382.9 ₹4,594.8 | 100 ₹1,200 Lowest |
| 2.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 16.2 | cum | 378.81 ₹6,136.72 | 302.16 ₹4,894.99 Lowest | 441.5 ₹7,152.3 |
| 2.00 | OD483851/2025-2026:DRY RUBBLE MASONRY - Dry rubble without levelling course with good quality blasted rubble including packing to compactness to lines and levels cost conveyance ,labour charge (modified60.7.1) | 49.61 | cum | 3,535.88 ₹1,75,425.61 | 3,253.32 ₹1,61,406.97 | 3,250 ₹1,61,242.25 Lowest |
| 2.00 | OD483880/2025-2026:RANDOM RUBBLE MASONRY _ Random rubble masonry with hard stone,in C.M 1:5 in
foundation and superstructure including packing to compactness to lines and levels, cost and
conveyance of all materials labour charges etc. complete as per approved drawing and relevant
technical specifications. | 16.71 | cum | 5,349.85 ₹89,374.59 Lowest | 6,471.77 ₹1,08,117.39 | 6,235.26 ₹1,04,166.25 |
| 2.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 2.33 | cum | 8,483.08 ₹19,757.09 | 7,972.22 ₹18,567.3 Lowest | 9,000 ₹20,961 |
Tender Value
₹6.0 L
EMD Value
₹14,899
Closing Date
13 Mar 2026, 5:00 pmClosed
SONA O T
Assistant Engineer LIDEW Section Sreenarayanapuram GP
Sreenarayanapuram GP 2025-26 AKG Puthumanaparambu Road Renovation Balance portion-S0328
2026_LSGD_844494_2
13/AE/LIDEW/SNP/2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
Santhipuram
Please refer tender documents
7 documents required · 7 mandatory
₹1,315
Yes
₹14,899
Yes
11 Sept 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1INTERLOCKING TILE | |||||
| 1.001 | 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. <br>(ii) Using Gravel mix soil. | 16.34 | cum | - | - |
| 1.002 | OD483823/2025-2026:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block
Pavements having thickness 80 mm thickness, minimum strength M40 including providing a
layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as
per the directions of the departmental officers at site inclusive of all cost and conveyance
charges etc. complete. (Modified MORTH 55.23) | 136 | sqm | - | - |
| 1.003 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.43 | cum | - | - |
| 2Side protection | |||||
| 2.001 | OD483850/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 12 | hour | - | - |
| 2.002 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 16.2 | cum | - | - |
| 2.003 | OD483851/2025-2026:DRY RUBBLE MASONRY - Dry rubble without levelling course with good quality blasted rubble including packing to compactness to lines and levels cost conveyance ,labour charge (modified60.7.1) | 49.61 | cum | - | - |
| 2.004 | OD483880/2025-2026:RANDOM RUBBLE MASONRY _ Random rubble masonry with hard stone,in C.M 1:5 in
foundation and superstructure including packing to compactness to lines and levels, cost and
conveyance of all materials labour charges etc. complete as per approved drawing and relevant
technical specifications. | 16.71 | cum | - | - |
| 2.005 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 2.33 | cum | - | - |
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