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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-Finance | ₹1.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹1.7 L+₹3,099.40 (1.83%)Accepted-Finance | ₹1.7 L+₹3,099.40 (1.83%) | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | A M YOOSAF L1 | FAHAD A Y L2 |
|---|---|---|---|---|---|
| 1.00Interlocking | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 88 | sqm | 16.01 ₹1,408.88 Lowest | 18 ₹1,584 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 5.1 | cum | 54.66 ₹278.77 Lowest | 65 ₹331.5 |
| 1.00 | OD429164/2025-2026:Filling up low lying and water logged areas with local material/ QUARRY WASTE, spreading
in layers, leveling the top at site and consolidation by ramming, etc complete for improving the
C.B.R value of subgrade | 2.55 | cum | 1,171.39 ₹2,987.04 Lowest | 1,200 ₹3,060 |
| 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. | 15.53 | cum | 2,484.07 ₹38,565.19 Lowest | 2,500 ₹38,812.5 |
| 1.00 | OD429154/2025-2026: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) | 91.8 | sqm | 1,198.48 ₹1,10,020.46 Lowest | 1,220 ₹1,11,996 |
| 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) | 1.67 | cum | 9,554.21 ₹15,907.76 Lowest | 9,900 ₹16,483.5 |
Tender Value
Refer Docs
EMD Value
₹4,229
Closing Date
23 Feb 2026, 9:00 amClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LIDEW Section, Kadangode Grama Panchayat
ROAD
2026_LSGD_836221_4
03/AE/LSGD/KADANGODE/2025-26
Open Tender
Civil Works - Roads
Item Rate
300 days
KADANGODE GP
ROAD
8 documents required · 8 mandatory
₹555
₹4,229
1 Aug 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
16 Feb 2026 - 23 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlocking | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 1 | cum | - | - |
| 1.003 | OD429164/2025-2026:Filling up low lying and water logged areas with local material/ QUARRY WASTE, spreading
in layers, leveling the top at site and consolidation by ramming, etc complete for improving the
C.B.R value of subgrade | 1 | cum | - | - |
| 1.004 | 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. | - | cum | - | - |
| 1.005 | OD429154/2025-2026: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) | 1 | sqm | - | - |
| 1.006 | 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) | - | cum | - | - |
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