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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹1.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AGNIL VINOD L1 |
|---|---|---|---|---|
| 1.00Detailed Estimate | ||||
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 144 | sqm | 45.89 ₹6,608.16 Lowest |
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 0.71 | cum | 432.19 ₹308.15 Lowest |
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 1.54 | cum | 7,899.07 ₹12,148.77 Lowest |
| 1.00 | 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 | 4.43 | cum | 397.15 ₹1,760.57 Lowest |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 1.46 | cum | 8,558.81 ₹12,478.74 Lowest |
| 1.01 | OD47709/2026-2027:DRY RUBBLE MASONRY with hard stone 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. | 8.03 | cum | 3,592.34 ₹28,857.27 Lowest |
| 1.01 | 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) | 0.35 | cum | 8,594.55 ₹3,008.09 Lowest |
| 1.01 | 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) | 14.4 | cum | 8,263.97 ₹1,19,001.17 Lowest |
| 1.01 | OD41662/2026-2027:od1705724/2021_2022 :Supplying and Fixing Information board 75x60 cm using GI pipes as post and MS
sheet surrounded by
MS angles including painting, lettering and fixing in position as per direction of e-i--c. (MoRD) | 1 | each | 2,237.29 ₹2,237.29 Lowest |
Tender Value
₹2.1 L
EMD Value
₹5,296
Closing Date
14 Sept 2026, 11:00 amClosed
The Assistant Engineer, LID EW Section , Nanniyode
The Assistant Engineer, LID EW Section , Nanniyode
Annual Plan-Nanniyode GP 2026-27, Project No 111/27-Improvements of Pezhummoodu Steps in ward 13-General Civil Work
2026_LSGD_857858_29
01/AE/LIDEW/NYD/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Nanniyode
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹5,296
Yes
15 Sept 2026
5 Sept 2026
15 Sept 2026
5 Sept 2026
14 Sept 2026
5 Sept 2026
5 Sept 2026 - 14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed Estimate | |||||
| 1.001 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 144 | sqm | - | - |
| 1.002 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 0.71 | cum | - | - |
| 1.003 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 1.54 | cum | - | - |
| 1.004 | 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 | 4.43 | cum | - | - |
| 1.005 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 1.46 | cum | - | - |
| 1.006 | OD47709/2026-2027:DRY RUBBLE MASONRY with hard stone 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. | 8.03 | cum | - | - |
| 1.007 | 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) | 0.35 | cum | - | - |
| 1.008 | 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) | 14.4 | cum | - | - |
| 1.009 | OD41662/2026-2027:od1705724/2021_2022 :Supplying and Fixing Information board 75x60 cm using GI pipes as post and MS
sheet surrounded by
MS angles including painting, lettering and fixing in position as per direction of e-i--c. (MoRD) | 1 | each | - | - |
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