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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Fee/PreQual/Technical/Finance N A | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.1 L+₹12,115.74 (2.44%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Vinodkumar M R L2 | THOMAS JOHN L1 |
|---|---|---|---|---|---|
| 1.00MAINTENANCE | |||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 13.97 | cum | 1,540.63 ₹21,527.22 | 1,503.94 ₹21,014.55 Lowest |
| 1.00 | OD98239/2026-2027:MorD: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 &12031.P.C.C grade M10(i) Nominal mix 1:3:6 (modified 11.4.1.1 form work excluded | 0.85 | cum | 7,270.43 ₹6,179.87 | 7,097.92 ₹6,033.23 Lowest |
| 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. | 24.84 | cum | 2,086.62 ₹51,831.64 | 2,036.94 ₹50,597.59 Lowest |
| 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) | 37.26 | cum | 8,033.55 ₹2,99,330.07 | 7,842.28 ₹2,92,203.35 Lowest |
| 1.00 | 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) | 16.2 | cum | 8,025.54 ₹1,30,013.75 | 7,834.45 ₹1,26,918.09 Lowest |
Tender Value
₹6.1 L
EMD Value
₹15,145
Closing Date
25 Sept 2026, 4:00 pmClosed
Assistant Engineer LIDEW section Kundara GP
Office of the Assistant Engineer LID EW Section Kundara GP
KAKKOLIL CHERAMBALLIL ROAD MAINTENANCE WARD 7
2026_LSGD_870164_11
01/2026/AE/LIDEW/KND/I PHASE
Open Tender
Civil Works - Roads
Item Rate
180 days
LIDEW Section Kundara Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,340
Yes
₹15,145
Yes
8 Oct 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
25 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1MAINTENANCE | |||||
| 1.001 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 13.97 | cum | - | - |
| 1.002 | OD98239/2026-2027:MorD: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 &12031.P.C.C grade M10(i) Nominal mix 1:3:6 (modified 11.4.1.1 form work excluded | 0.85 | cum | - | - |
| 1.003 | 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. | 24.84 | 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) | 37.26 | cum | - | - |
| 1.005 | 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) | 16.2 | cum | - | - |
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