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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | ₹5.3 L | L1 | Accepted-AOC lowest |
| 2 | L2₹6.0 LRejected-AOC | ₹6.0 L | L2 | Rejected-AOC highest |
| Sl No | Description | Qty | Unit | SAMEENA.H L1 | CHINNAPPAN A L2 |
|---|---|---|---|---|---|
| 1.00ROAD MAITENANCE | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 336.6 | sqm | 16.01 ₹5,388.97 | 18 ₹6,058.8 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 33.66 | cum | 3,337.88 ₹1,12,353.04 | 3,475 ₹1,16,968.5 |
| 1.00 | OD336923/2025-2026:(Modified DSR code 16.91.2)Providing and laying 80 mm thick factory made cement concrete
interlocking paver
block of M - 30 grade with approved color design and pattern cement concrete paver blocks in
footpaths,parks,lawn,drive ways or light traffic parking etc of required strength thickness and
shape made by table vibratory method using PU mould laid in requiredcolour and pattern
over50mm thick compacted bed of 6mm aggreegate compacting and proper embedding layer of
interlocking paver blocks into the aggregate bedding layer through vibratory compaction using
plate vibrator filling the joints and cutting of paver blocks etc as per required size and pattern
,finishing and sweeping complete as per direction of Engineer in charge | 280.5 | sqm | 1,122 ₹3,14,721 | 1,350 ₹3,78,675 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 6.51 | cum | 66.84 ₹435.13 | 77 ₹501.27 |
| 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) | 9.77 | cum | 9,563.75 ₹93,390.02 | 9,880 ₹96,478.2 |
| 1.01 | OD336924/2025-2026:Name board (MORD):Supplying and providing readymade GI name board with all
conveyance,
labour and
hire charges etc complete using GI hollow tube of size 80x40x1.4mm post,
40x20x1.4mm outer
frame, 0.6mm thick Iron sheet of size 90x60cm with two coat 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 | each | 3,064.86 ₹3,064.86 | 3,250 ₹3,250 |
Tender Value
₹5.3 L
EMD Value
₹13,234
Closing Date
18 Nov 2025, 6:00 pmClosed
Assistant Engineer
O/o The Assistant Engineer LID_EW Section Puthunagaram gp
Pro 229-25-26 Karippodethara-Bharadevatha temple Viswakarmma road maintenance in Pudunagarm GP
2025_LSGD_817861_3
ET-47/AE/LID_EW/PGDM/2025-26
Open Tender
Civil Works - Roads
180 days
Puthunagaram gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,170
Yes
₹13,234
Yes
27 Feb 2026
3 Nov 2025
20 Nov 2025
3 Nov 2025
18 Nov 2025
3 Nov 2025
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