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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | BINU K MATHEW L2 | EV Avarachan L1 |
|---|---|---|---|---|---|
| 1.00concrete | |||||
| 1.00 | OD216270/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m | 238 | per sqm | 40 ₹9,520 | 33.5 ₹7,973 |
| 1.00 | OD216269/2025-2026: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 on prepared surface, mixing by mix in place method to achieve the desired
density etc complete as per Clause 401.4 as per Technical Specification Clause 408. <br>
(i) Using naturally occuring gravel | 17.85 | cum | 2,200 ₹39,270 | 2,121.23 ₹37,863.96 |
| 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) | 35.7 | cum | 9,000 ₹3.2 L | 8,729.7 ₹3.1 L |
| 1.00 | OD216751/2025-2026:MORD: Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick
supported on GI pipe 40 mm dia firmly fixed to the ground by means of properly designed
foundation with M-15 grade cement concrete 200 mm x 200 mm x 500 mm, 500 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular | 1 | each | 3,400 ₹3,400 | 3,289.13 ₹3,289.13 |
| 2.00SIDE PROTECTION WORK | |||||
| 2.00 | 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. | 5.6 | cum | 80 ₹448 | 64.52 ₹361.31 |
| 2.00 | OD261524/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site(item modified 60.7.1) | 7.35 | cum | 3,900 ₹28,665 | 3,797.44 ₹27,911.18 |
| 2.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 0.45 | cum | 9,850 ₹4,432.50 | 9,545.22 ₹4,295.35 |
| 2.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.2 | tonne | 94,200 ₹19,122.60 | 92,125 ₹18,701.38 |
Tender Value
₹4.2 L
EMD Value
₹10,584
Closing Date
15 Oct 2025, 1:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER MANANTHAVADY MUNICIPALITY
MANANTHAVADY MUNICIPALITY PRO NO 126/25 AMBALAM PATTAVAYAL ROAD CONCRETE AND SIDE PROTECTION WORK
2025_LSGD_804392_29
TN/03/25-26
Open Tender
Civil Works - Roads
MANANTHAVADY
Please refer Tender documents.
11 documents required · 11 mandatory
₹935
Yes
₹10,584
Yes
2 Jan 2026
7 Oct 2025
15 Oct 2025
7 Oct 2025
15 Oct 2025
7 Oct 2025
Amount
concrete
OD216270/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m
OD216269/2025-2026: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 on prepared surface, mixing by mix in place method to achieve the desired density etc complete as per Clause 401.4 as per Technical Specification Clause 408. &lt;br&gt; (i) Using naturally occuring gravel
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)
OD216751/2025-2026:MORD: Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 40 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 200 mm x 200 mm x 500 mm, 500 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular
SIDE PROTECTION WORK
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.
OD261524/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site(item modified 60.7.1)
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD261539/2025-2026:Filling with contractor's own earth ( excluding rock) in OPEN AREAS 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
BINU K MATHEW (BID ID -2390122)
Bidder Name
BINU K MATHEW
EV Avarachan
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