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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MOHAMMED ISMAIL C H L5 | K ABDUL RAHIMAN L1 | SHANEED K P L2 | ABDULLA KUNHI L3 | NASEER B L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00DRAINAGE | ||||||||
| 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 | 24.21 | cum | 41.29 ₹999.63 | 35.78 ₹866.23 Lowest | 38 ₹919.98 | 38.76 ₹938.38 | 60 ₹1,452.6 |
| 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) | 24.21 | cum | 6,939.79 ₹1,68,012.32 | 6,150 ₹1,48,891.5 Lowest | 6,386.68 ₹1,54,621.52 | 6,567.92 ₹1,59,009.34 | 6,700 ₹1,62,207 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 40.8 | sqm | 12.09 ₹493.27 | 10.48 ₹427.58 Lowest | 11.13 ₹454.1 | 11.4 ₹465.12 | 60 ₹2,448 |
| 1.00 | 4.11.1: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> (i) Using naturally occuring gravel | 8.16 | cum | 1,883.39 ₹15,368.46 | 1,680 ₹13,708.8 Lowest | 1,733.28 ₹14,143.56 | 1,776.88 ₹14,499.34 | 2,338 ₹19,078.08 |
| 1.00 | OD170545/2026-2027:Granular sub base /base/surface course with serviceable material available during scarifying of existing road .construction of granular sub base with departmental 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 perTechnical specification clause 408(modified 4.11.2) | 12.24 | cum | 153.76 ₹1,882.02 | 133.21 ₹1,630.49 Lowest | 141.5 ₹1,731.96 | 145.16 ₹1,776.76 | 2,000 ₹24,480 |
| 1.01 | 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) | 30.6 | cum | 7,224.6 ₹2,21,072.76 | 6,500 ₹1,98,900 | 6,648.79 ₹2,03,452.97 | 6,837.72 ₹2,09,234.23 | 6,200 ₹1,89,720 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,697
Closing Date
15 Sept 2026, 5:00 pmClosed
AE LSGD OFFICE PUTHIGE
AE LSGD OFFICE PUTHIGE
Annual Plan-PUTHIGE GP 2026-27 PROJECT NO 274 - MUGU ROAD MARAKAD ROAD IMPROVEMENT-General Civil Work
2026_LSGD_867698_10
1/AE/LSGD/PTG/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
AE LSGD OFFICE PUTHIGE
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,697
Yes
30 Sept 2026
7 Sept 2026
17 Sept 2026
7 Sept 2026
15 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DRAINAGE | |||||
| 1.001 | 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 | 24.21 | cum | - | - |
| 1.002 | 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) | 24.21 | cum | - | - |
| 1.003 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 40.8 | sqm | - | - |
| 1.004 | 4.11.1: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> (i) Using naturally occuring gravel | 8.16 | cum | - | - |
| 1.005 | OD170545/2026-2027:Granular sub base /base/surface course with serviceable material available during scarifying of existing road .construction of granular sub base with departmental 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 perTechnical specification clause 408(modified 4.11.2) | 12.24 | cum | - | - |
| 1.006 | 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) | 30.6 | cum | - | - |
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