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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC CALICUT ROAD KAKKATTIL CALICUT | KOZHIKODE | KERALA | 612906 | ₹8.0 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical KUNNAPALLI H NELKALA ROAD ANAMGOOR KASARGOD | ANAMGOOR | KASARGOD | KERALA | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | saji mathew L3 | KALPETTA ZONE LABOUR CONTRCT CO-OPERATIVE SOCIETY LTD L4 | EV Avarachan L1 | Noufal L2 | BIJU KM L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00concrete | ||||||||
| 1.00 | OD216401/2025-2026: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 | 549 | per sqm | 31 ₹17,019 | 32.52 ₹17,853.48 | 30.87 ₹16,947.63 | 50 ₹27,450 | 33 ₹18,117 |
| 1.00 | OD216400/2025-2026: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 | 41.17 | cum | 2,030 ₹83,585.25 | 2,056.16 ₹84,662.39 | 1,952.27 ₹80,384.72 | 2,050 ₹84,408.75 | 2,100 ₹86,467.50 |
| 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) | 82.35 | cum | 8,333 ₹6.9 L | 8,462 ₹7.0 L | 8,034.4 ₹6.6 L | 8,060 ₹6.6 L | 8,650 ₹7.1 L |
| 1.00 | OD216947/2025-2026: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 | 3,023 ₹3,023 | 2,884.97 ₹2,884.97 | 3,027.14 ₹3,027.14 | 2,500 ₹2,500 | 3,260 ₹3,260 |
Tender Value
₹8.5 L
EMD Value
₹21,164
Closing Date
11 Sept 2025, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER MANANTHAVADY MUNICIPALITY
MANANTHAVADY MUNICIPALITY PRO NO 989/25 CHETTAPALAM SWAPNAGIRI ROAD CONCRETE
2025_LSGD_792518_76
TN/02/25-26
Open Tender
Civil Works - Roads
MANANTHAVADY
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,870
Yes
₹21,164
Yes
2 Jan 2026
2 Sept 2025
12 Sept 2025
2 Sept 2025
11 Sept 2025
2 Sept 2025
Amount
concrete
OD216401/2025-2026: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
OD216400/2025-2026: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
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)
OD216947/2025-2026: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
Noufal (BID ID -2334825)
saji mathew (BID ID -2325614)
KALPETTA ZONE LABOUR CONTRCT CO-OPERATIVE SOCIETY LTD (BID ID -2335129)
BIJU KM (BID ID -2334184)
Bidder Name
saji mathew
KALPETTA ZONE LABOUR CONTRCT CO-OPERATIVE SOCIETY LTD
Noufal
EV Avarachan
BIJU KM
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