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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | ₹5.3 L | L1 | Accepted-AOC LOWEST |
| 2 | L2₹5.6 LRejected-AOC | ₹5.6 L | L2 | Rejected-AOC 2ND LOWEST |
| 3 | Rejected-Technical | - | - | Rejected-Technical 5TH LOWEST |
| 4 | Rejected-Technical | - | - | Rejected-Technical 3RD LOWEST |
| 5 | Rejected-Technical | - | - | Rejected-Technical 4TH LOWEST |
| Sl No | Description | Qty | Unit | KRISHNAN L5 | MOHAMMAD SHIHAB P L3 | UBAID P L4 | HAJA HUSSAIN K L2 | ABDUL AZEEZ T V L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00INTERLOCKING | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 372 | sqm | 16.04 ₹5,966.88 | 13.75 ₹5,115 | 16 ₹5,952 | 13.27 ₹4,936.44 | 12.55 ₹4,668.60 |
| 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. | 45 | cum | 66.98 ₹3,014.10 | 57.49 ₹2,587.05 | 65 ₹2,925 | 55.41 ₹2,493.45 | 52.4 ₹2,358 |
| 1.00 | OD346293/2025-2026:Filling with contractor&#39;s own earth ( excluding rock) in trenches, plinth, sides of
foundations 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 as per direction of site Engineer-in-charge | 8.8 | cum | 651.3 ₹5,731.44 | 1,032 ₹9,081.60 | 400 ₹3,520 | 629.9 ₹5,543.12 | 595.71 ₹5,242.25 |
| 1.00 | OD372242/2025-2026:Filling up low laying water logged areas with local materials/ quarry muck spreading in layers , levelling the top at site and consolidation by mechanical means etc. complete. | 8.8 | cum | 951.9 ₹8,376.72 | 799.8 ₹7,038.24 | 850 ₹7,480 | 884.18 ₹7,780.78 | 836.19 ₹7,358.47 |
| 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. | 42.16 | cum | 2,489.04 ₹1.0 L | 2,136.3 ₹90,066.41 | 1,900 ₹80,104 | 2,059.29 ₹86,819.67 | 1,947.51 ₹82,107.02 |
| 1.01 | OD372208/2025-2026: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) | 336 | sqm | 1,155.31 ₹3.9 L | 983.84 ₹3.3 L | 1,160 ₹3.9 L | 954.86 ₹3.2 L | 903.03 ₹3.0 L |
| 1.01 | 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) | 12.64 | cum | 9,582.88 ₹1.2 L | 8,224.82 ₹1.0 L | 9,450 ₹1.2 L | 7,928.34 ₹1.0 L | 7,497.98 ₹94,744.48 |
| 1.01 | OD346255/2025-2026: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 | 2,809.61 ₹2,809.61 | 2,411.44 ₹2,411.44 | 2,800 ₹2,800 | 2,324.71 ₹2,324.71 | 2,198.52 ₹2,198.52 |
| 1.01 | 3.9.1:Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m <br> Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5 | 25.2 | cum | 1,489.97 ₹37,547.24 | 1,278.82 ₹32,226.26 | 1,450 ₹36,540 | 1,232.72 ₹31,064.54 | 1,165.8 ₹29,378.16 |
Tender Value
₹6.8 L
EMD Value
₹16,948
Closing Date
5 Nov 2025, 1:00 pmClosed
The Assistant Engineer LID EW Section Ongallur
The Assistant Engineer LID EW Section Ongallur
Annual Plan ONGALLUR GP 2025 26 AALUMKOOTTAM MAMMIPPADI ROAD RENOVATION WARD 4 Proj No 265/26
2025_LSGD_816224_6
TN3/2025-26/AE/LSGD/OGLR
Open Tender
Civil Works - Roads
180 days
Ongallur Grama Panchayat
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,495
Yes
₹16,948
Yes
17 Jun 2026
28 Oct 2025
7 Nov 2025
28 Oct 2025
5 Nov 2025
28 Oct 2025
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