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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.7 L+₹17,732.91 (7.00%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SURESHKUMAR.A L1 | BALAN M L2 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 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. | 8.64 | cum | 66.84 ₹577.5 Lowest | 71.52 ₹617.93 |
| 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. | 87.5 | sqm | 16.01 ₹1,400.88 Lowest | 17.13 ₹1,498.88 |
| 1.00 | OD96007/2026-2027: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 manually, mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 17.45 | cum | 2,341.68 ₹40,850.61 Lowest | 2,505.6 ₹43,710.19 |
| 1.00 | 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) | 17.45 | cum | 9,563.75 ₹1,66,839.62 Lowest | 10,233.21 ₹1,78,518.35 |
| 1.00 | OD96078/2026-2027:Engaging coolie for levelling the surface | 3 | each | 1,127.36 ₹3,382.08 Lowest | 1,206.28 ₹3,618.84 |
| 1.01 | OD116196/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 6.07 | cum | 947.54 ₹5,751.57 Lowest | 1,013.87 ₹6,154.19 |
| 2.00Road | |||||
| 2.00 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 2.1 | cum | 7,713.54 ₹16,198.43 Lowest | 8,253.49 ₹17,332.33 |
| 2.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 24 | sqm | 369.76 ₹8,874.24 Lowest | 395.64 ₹9,495.36 |
Tender Value
₹2.5 L
EMD Value
₹6,333
Closing Date
28 Sept 2026, 3:00 pmClosed
Assistant Engineer
O/o The Assistant Engineer, LID EW , LSGD Section, Thenkurissi Grama Panchayat
Annual Plan-2026-27 Thenkurissi (proj.no.62)-Nedumgaramkad road Improvements at ward 18
2026_LSGD_870602_1
02/2026-2027/AE/LIDEW/THY
Open Tender
Civil Works - Roads
Item Rate
240 days
Thenkurissi
Please refer Tender documents.
9 documents required · 9 mandatory
₹560
Yes
₹6,333
Yes
12 Oct 2026
19 Sept 2026
3 Oct 2026
19 Sept 2026
28 Sept 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | 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. | 8.64 | cum | - | - |
| 1.002 | 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. | 87.5 | sqm | - | - |
| 1.003 | OD96007/2026-2027: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 manually, mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 17.45 | cum | - | - |
| 1.004 | 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) | 17.45 | cum | - | - |
| 1.005 | OD96078/2026-2027:Engaging coolie for levelling the surface | 3 | each | - | - |
| 1.006 | OD116196/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 6.07 | cum | - | - |
| 2Road | |||||
| 2.001 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 2.1 | cum | - | - |
| 2.002 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 24 | sqm | - | - |
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