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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | ₹5.0 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Riyas PV L2 | RAFEEKU RAHMAN T.P L3 | MUHAMMED ABDUL JAMAL A L4 | NIBEESH T L1 |
|---|---|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||||
| 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 | 31.89 | cum | 1,596.23 ₹50,903.77 | 1,670 ₹53,256.30 | 1,710 ₹54,531.90 | 1,637.21 ₹52,210.63 |
| 1.00 | OD334219/2025-2026:Earthwork excavation by mechanical means(Hydraulic excavator)/Manual means in foundation
trenches, Structures, and drains including dressing of sides and ramming of bottoms, lift up to
1.50 m, including getting out the soil and disposal of surplus excavated soil as directed, within a
lead of 50m-all kinds of soil | 31.89 | cum | 320.12 ₹10,208.63 | 330 ₹10,523.70 | 340 ₹10,842.60 | 187.49 ₹5,979.06 |
| 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. <br>(ii) Using Gravel mix soil. | 31.89 | cum | 2,123.47 ₹67,717.46 | 2,200 ₹70,158 | 2,280 ₹72,709.20 | 2,032.69 ₹64,822.48 |
| 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) | 47.84 | cum | 8,169.57 ₹3.9 L | 8,490 ₹4.1 L | 8,780 ₹4.2 L | 7,800.62 ₹3.7 L |
Tender Value
₹5.6 L
EMD Value
₹13,968
Closing Date
26 Jan 2026, 6:00 pmClosed
AELSGD KADALUNDY
LID EW SECTION
WORKS
2026_LSGD_827829_1
AE/LSGD/KDY/TENDER/9/25-26
Open Tender
Civil Works - Roads
180 days
KADALUNDY
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,235
Yes
₹13,968
Yes
27 May 2026
17 Jan 2026
28 Jan 2026
17 Jan 2026
26 Jan 2026
17 Jan 2026
DETAILED ESTIMATE
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
OD334219/2025-2026:Earthwork excavation by mechanical means(Hydraulic excavator)/Manual means in foundation trenches, Structures, and drains including dressing of sides and ramming of bottoms, lift up to 1.50 m, including getting out the soil and disposal of surplus excavated soil as directed, within a lead of 50m-all kinds of soil
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. <br>(ii) Using Gravel mix soil.
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)
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