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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-Finance KERALA KL | ₹3.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹3.1 L+₹4,927.53 (1.64%)Accepted-Finance | ₹3.1 L+₹4,927.53 (1.64%) | L2 | Accepted-Finance L2 |
| 3 | l3₹3.1 L+₹9,162.54 (3.05%)Rejected-Finance NILAMBUR MUNICIPALITY PULIKKAL ABU ROAD CONCRETING IN WARD NO 16 PROJECT NO 19 KERALA KL | ₹3.1 L+₹9,162.54 (3.05%) | l3 | Rejected-Finance l3 |
| 4 | l4₹3.3 L+₹24,833.71 (8.25%)Rejected-Finance KERALA KL | KANNUR | KERALA | 670002 | ₹3.3 L+₹24,833.71 (8.25%) | l4 | Rejected-Finance L4 |
| 5 | L5₹3.3 L+₹24,899.40 (8.28%)Rejected-Finance | ₹3.3 L+₹24,899.40 (8.28%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | SYED SHAKEEL V L5 | C SHOWKATHALI L6 | BIJU P L3 | SHAIJAS O.K. L4 | SUNEERA L1 | UZHUNNAN L2 | SHINE V L L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00CC Road | ||||||||||
| 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. | 54 | cum | 49 ₹2,646 | 52.91 ₹2,857.14 | 48.15 ₹2,600.1 | 50.58 ₹2,731.32 | 46 ₹2,484 Lowest | 47.49 ₹2,564.46 | 53.28 ₹2,877.12 |
| 1.00 | OD31464/2026-2027:(OD from DSR-2.25)Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in
layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift up to 1.5 m. | 21.6 | cum | 234 ₹5,054.4 | 245.12 ₹5,294.59 | 223.06 ₹4,818.1 | 234.34 ₹5,061.74 | 220 ₹4,752 Lowest | 220.02 ₹4,752.43 | 246.83 ₹5,331.53 |
| 1.00 | OD30422/2026-2027:OD from MORD 4.11.2): Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular 10 sub-base by providing local material spreading in uniform layers and compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil | 27 | cum | 1,634 ₹44,118 | 1,716.78 ₹46,353.06 | 1,562.26 ₹42,181.02 | 1,641.23 ₹44,313.21 | 1,650 ₹44,550 | 1,540.92 ₹41,604.84 Lowest | 1,728.73 ₹46,675.71 |
| 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) | 40.5 | cum | 6,764 ₹2,73,942 | 7,066.24 ₹2,86,182.72 | 6,430.23 ₹2,60,424.32 | 6,755.27 ₹2,73,588.44 | 6,150 ₹2,49,075 Lowest | 6,342.39 ₹2,56,866.8 | 7,115.43 ₹2,88,174.92 |
Tender Value
₹4.2 L
EMD Value
₹10,588
Closing Date
30 Jul 2026, 6:00 pmClosed
Office of the Assistant Engineer, Nilambur Municip
Office of the Assistant Engineer, Nilambur Municipality
MP-LADS-2025-26-Work Proposed by Sri. Adv.Jebi Mather Honarable MP Rajyasabha- Construction Of Thekkumpadam - Kolar Road- Project code 12156-General Civil Work
2026_LSGD_862058_1
TN/AE/LSGD/NBR/02/2026-27
Open Tender
Civil Works - Roads
Item Rate
Nilambur Municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,588
Yes
Nilambur Municipality
1 Aug 2026
23 Jul 2026
1 Aug 2026
23 Jul 2026
30 Jul 2026
23 Jul 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CC Road | |||||
| 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. | - | cum | - | - |
| 1.002 | OD31464/2026-2027:(OD from DSR-2.25)Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in
layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift up to 1.5 m. | - | cum | - | - |
| 1.003 | OD30422/2026-2027:OD from MORD 4.11.2): Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular 10 sub-base by providing local material spreading in uniform layers and compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil | - | 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) | - | cum | - | - |
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