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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹9.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹10.0 L+₹23,236.40 (2.39%)Admitted-Fee/PreQual/Technical/Finance | ₹10.0 L+₹23,236.40 (2.39%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | TEENA BABU L1 | SANDYA.M L2 |
|---|---|---|---|---|---|
| 1.00CULVERT | |||||
| 1.00 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 1.44 | cum | 800 ₹1,152 Lowest | 1,235 ₹1,778.4 |
| 1.00 | 2.7.B: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>(B) Rubble Stone Masonry in Cement Mortar | 65.28 | cum | 1,200 ₹78,336 | 300 ₹19,584 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 51.84 | cum | 60 ₹3,110.4 Lowest | 200 ₹10,368 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 7.27 | cum | 7,600 ₹55,267.2 Lowest | 8,000 ₹58,176 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 11.55 | cum | 7,600 ₹87,780 Lowest | 8,500 ₹98,175 |
| 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) | 0.36 | cum | 7,600 ₹2,736 Lowest | 9,000 ₹3,240 |
| 1.01 | OD201430/2025-2026:Dry rubble masonry with departmental stone -dry rubble without concrete leveling course masonry with good quality departmental rubble including packing to lines and levels cost and conveyance of all materials labour charges etc...complete as per direction of departmental officers at site (MODIFIED 60.7.1) | 45.28 | Day | 2,000 ₹90,552 | 1,500 ₹67,914 Lowest |
| 1.01 | OD200864/2025-2026:[OD From DAR 60.7.1] - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling
course masonry with good quality blasted rubble including packing to compactness to lines and
levels cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 72.36 | cum | 3,700 ₹2,67,732 Lowest | 4,200 ₹3,03,912 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 102.06 | cum | 450 ₹45,927 Lowest | 600 ₹61,236 |
Tender Value
₹10.0 L
EMD Value
₹24,967
Closing Date
10 Sept 2026, 11:00 amClosed
Assistant Engineer, LIDEW, Kanhangad Municipality
Assistant Engineer, LIDEW, Kanhangad Municipality
Annual Plan-KMC 2025-26 PRO NO.254 AAVIYIL MUHAYUDHEEN MASJID BRIDGE REPAIR (RE-TENDER)
2025_LSGD_810120_35
04/2025/TN/AE/LIDEW/KMC
Open Tender
Civil Works - Bridges
Item Rate
180 days
KANHANGAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,205
Yes
₹24,967
Yes
11 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
10 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CULVERT | |||||
| 1.001 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 1 | cum | - | - |
| 1.002 | 2.7.B: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>(B) Rubble Stone Masonry in Cement Mortar | - | cum | - | - |
| 1.003 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.004 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.005 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | OD201430/2025-2026:Dry rubble masonry with departmental stone -dry rubble without concrete leveling course masonry with good quality departmental rubble including packing to lines and levels cost and conveyance of all materials labour charges etc...complete as per direction of departmental officers at site (MODIFIED 60.7.1) | - | Day | - | - |
| 1.008 | OD200864/2025-2026:[OD From DAR 60.7.1] - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling
course masonry with good quality blasted rubble including packing to compactness to lines and
levels cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 1 | cum | - | - |
| 1.009 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | cum | - | - |
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