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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | ₹3.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.1 LRejected-AOC | ₹3.1 L | L2 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | NOUSHAD POOVATHINGAL L2 | MUHAMMED RAFEEQ L1 |
|---|---|---|---|---|---|
| 1.00INTERLOCKING | |||||
| 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. | 18.68 | cum | 70 ₹1,307.25 | 66.8 ₹1,247.49 |
| 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. | 18.68 | cum | 2,608 ₹48,704.40 | 2,484 ₹46,388.70 |
| 1.00 | OD379913/2025-2026:Interlocking Concrete Block Pavement - Providing and Laying of Interlocking Concrete Block Pavements having thickness 100 mm or nearest thickness, minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance. | 147 | per sqm | 1,349 ₹2.0 L | 1,285.6 ₹1.9 L |
| 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) | 5.96 | cum | 10,041 ₹59,874.48 | 9,563.75 ₹57,028.64 |
| 1.00 | OD373469/2025-2026:Supplying and providing ready made GI name board with all conveyance, labor and hire charges etc. complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable color and size, fixing the post in ground with CC 1:2:4 etc. complete. | 1 | each | 2,944 ₹2,944 | 2,804 ₹2,804 |
Updated dates
Tender Value
₹3.0 L
EMD Value
₹7,411
Closing Date
4 May 2026, 11:10 amClosed
Assistant Engineer
Office of the Assistant Engineer, LID EW Section, Pattambi Municipality
Vayambathodi Balance Portion Interlocking 19 PR N0 409/26
2026_LSGD_848735_21
01/AE/LSGD/PTB/MPTY/2026-27
Open Tender
Civil Works - Roads
180 days
Pattambi Municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹655
Yes
₹7,411
Yes
23 May 2026
22 Apr 2026
5 May 2026
22 Apr 2026
4 May 2026
22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1INTERLOCKING | ||||||
| 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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. | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD379913/2025-2026:Interlocking Concrete Block Pavement - Providing and Laying of Interlocking Concrete Block Pavements having thickness 100 mm or nearest thickness, minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance. | - | per sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | OD373469/2025-2026:Supplying and providing ready made GI name board with all conveyance, labor and hire charges etc. complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable color and size, fixing the post in ground with CC 1:2:4 etc. complete. | - | each | - | - | BI01010001010000000000000515BI0100001118 |
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