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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC | ₹5.4 L Quoted ₹5.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.8 L+₹23,364.30 (4.20%)Accepted-AOC | ₹5.8 L+₹23,364.30 (4.20%) | L2 | Accepted-AOC L2 |
| Sl No | Description | Qty | Unit | SHABEEB IRFAN M L2 | ALMANAC ENGINEERING CONSULTANCY LLP L1 |
|---|---|---|---|---|---|
| 1.00Pre Monsoon works | |||||
| 1.00 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means | 0.68 | Hectare | 56,500 ₹38,589.5 | 55,000 ₹37,565 Lowest |
| 1.00 | 4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method | 9.46 | cum | 3,600 ₹34,066.8 | 3,500 ₹33,120.5 Lowest |
| 1.00 | OD58671/2026-2027:Cutting of grass and light jungle using brush cutter with all expenses | 225 | hour | 850 ₹1,91,250 | 300 ₹67,500 Lowest |
| 1.00 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 78.75 | cum | 110 ₹8,662.5 | 100 ₹7,875 Lowest |
| 1.00 | OD58675/2026-2027:Engaging man mazdoor wherever required. | 66 | no | 498 ₹32,868 Lowest | 1,150 ₹75,900 |
| 1.01 | 3.1:Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres. | 166.8 | cum | 90 ₹15,012 Lowest | 480 ₹80,064 |
| 1.01 | 3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) | 720 | metre | 32 ₹23,040 Lowest | 85 ₹61,200 |
| 1.01 | 10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor | 700 | sqm | 65 ₹45,500 | 28 ₹19,600 Lowest |
| 1.01 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 210 | sqm | 70 ₹14,700 | 60 ₹12,600 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,693
Closing Date
26 Jun 2026, 1:30 pmClosed
AEE pwd roads sub division ponnani
AEE pwd roads sub division ponnani
GENERAL Pre Monsoon Works 3 2026-27 Clearing the chocked culvert side drains road side vegetation cutting dangerous branches of tree for 7 roads under roads section Kuttippuram
2026_PWD_856784_1
PWD/RB/TR/9809/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
30 days
kuttippuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,120
Yes
₹12,693
Yes
20 Aug 2026
19 Jun 2026
29 Jun 2026
19 Jun 2026
26 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Pre Monsoon works | |||||
| 1.001 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means | - | Hectare | - | - |
| 1.002 | 4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method | 1 | cum | - | - |
| 1.003 | OD58671/2026-2027:Cutting of grass and light jungle using brush cutter with all expenses | - | hour | - | - |
| 1.004 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | - | cum | - | - |
| 1.005 | OD58675/2026-2027:Engaging man mazdoor wherever required. | - | no | - | - |
| 1.006 | 3.1:Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres. | - | cum | - | - |
| 1.007 | 3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) | - | metre | - | - |
| 1.008 | 10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor | - | sqm | - | - |
| 1.009 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | - | sqm | - | - |
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