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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | ₹3.3 L | L1 | Accepted-AOC LOWEST |
| 2 | L2₹3.3 L+₹3,556.78 (1.09%)Rejected-AOC | ₹3.3 L+₹3,556.78 (1.09%) | L2 | Rejected-AOC 2ND LOWEST |
| 3 | L3₹3.4 L+₹15,747.90 (4.81%)Rejected-AOC | ₹3.4 L+₹15,747.90 (4.81%) | L3 | Rejected-AOC 3RD LOWEST |
| 4 | L4₹3.4 L+₹16,423.80 (5.01%)Rejected-AOC PARAMBIL HOUSE KONDURKKAR PO AE | KOTTAYAM | KERALA | 686102 | ₹3.4 L+₹16,423.80 (5.01%) | L4 | Rejected-AOC 4TH LOWEST |
| 5 | L5₹3.5 L+₹22,320.13 (6.81%)Rejected-AOC MCF BUILDING CONSTRUCTION MUTHUTHALA GP 899 25 MCF BUILDING CONSTRUCTION MUTHUTHALA GP GENERAL CIVIL WORK | ₹3.5 L+₹22,320.13 (6.81%) | L5 | Rejected-AOC 5TH LOWEST |
| Sl No | Description | Qty | Unit | ABDUL RAZACK T T L3 | MANSOOR P M L4 | ABDUL AZEEZ T V L1 | moidu L2 | HAMZA P L5 |
|---|---|---|---|---|---|---|---|---|
| 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. | 69.56 | cum | 54.22 ₹3,771.49 | 54.32 ₹3,778.44 | 51.73 ₹3,598.29 Lowest | 52.29 ₹3,637.24 | 55.28 ₹3,845.22 |
| 1.00 | OD450688/2025-2026: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. | 28.98 | cum | 1,899.57 ₹55,040.04 | 1,903.31 ₹55,148.41 | 1,812.46 ₹52,516.03 Lowest | 1,832.13 ₹53,085.97 | 1,936.57 ₹56,112.12 |
| 1.00 | OD450686/2025-2026:Interlocking Concrete Block Pavement- with interlocking paving blocks 80mm thick M 30 GRADE,over a bed of 6mm metal filing in 50mm average thick and compacting using earth hammer/compacting ting machine hand operated including cost and conveyance of all materials labour charges, etc complete. Excluding cost of edge concreting (16.91.2 modified) | 237.77 | sqm | 934.36 ₹2,22,162.78 | 936.2 ₹2,22,600.27 | 891.51 ₹2,11,974.33 Lowest | 901.19 ₹2,14,275.95 | 952.07 ₹2,26,373.68 |
| 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) | 7.75 | cum | 7,758.11 ₹60,140.87 | 7,773.41 ₹60,259.47 | 7,402.34 ₹57,382.94 Lowest | 7,482.67 ₹58,005.66 | 7,909.22 ₹61,312.27 |
| 1.00 | OD450687/2025-2026:Supplying & Providing readymade GI Name Board with all conveyance , Labour & hire charges etc.. complete using GI hollow tube of size 80x40x1.4mm post , 40x20x1.4mm outer frame . 0.6mm thick Iron sheets of size 90x60cm with two coats of enamel painting over a coat of primer lettering with suitable colour and size fixing the post in ground with CC 1:2:4 etc complete | 1 | no | 2,274.79 ₹2,274.79 | 2,279.28 ₹2,279.28 | 2,170.48 ₹2,170.48 Lowest | 2,194.03 ₹2,194.03 | 2,318.91 ₹2,318.91 |
Tender Value
₹4.2 L
EMD Value
₹10,583
Closing Date
5 Mar 2026, 3:00 pmClosed
The Assistant Engineer LID EW Section Ongallur GP
The Assistant Engineer LID EW Section Ongallur GP
Annual Plan ONGALLUR GP 2025 26 ARABHI GROUND TO THRITHAMTHONNI ROAD CONCRETING Ward 6 Proj No 334 26
2026_LSGD_840661_5
TN4/2025-26/AE/LSGD/OGLR
Open Tender
Civil Works - Roads
Item Rate
180 days
Ongallur Grama Panchayat
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,583
Yes
3 Aug 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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. | 0.6 | cum | - | - |
| 1.002 | OD450688/2025-2026: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 | - | - |
| 1.003 | OD450686/2025-2026:Interlocking Concrete Block Pavement- with interlocking paving blocks 80mm thick M 30 GRADE,over a bed of 6mm metal filing in 50mm average thick and compacting using earth hammer/compacting ting machine hand operated including cost and conveyance of all materials labour charges, etc complete. Excluding cost of edge concreting (16.91.2 modified) | - | sqm | - | - |
| 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) | 1 | cum | - | - |
| 1.005 | OD450687/2025-2026:Supplying & Providing readymade GI Name Board with all conveyance , Labour & hire charges etc.. complete using GI hollow tube of size 80x40x1.4mm post , 40x20x1.4mm outer frame . 0.6mm thick Iron sheets of size 90x60cm with two coats of enamel painting over a coat of primer lettering with suitable colour and size fixing the post in ground with CC 1:2:4 etc complete | - | no | - | - |
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