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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC NEKKATH HOUSE ACHANAMBALAM KANNAMANGALAM P O MALAPPURAM 676304 | MALAPPURAM | MALAPPURAM | KERALA | 676304 | L1 | Accepted-AOC LOWEST QUATE | |
| 2 | L2₹2.5 L+₹3,131.23 (1.27%)Rejected-Finance | L2 | Rejected-Finance HIGHEST QUATE | |
| 3 | L3₹2.5 L+₹5,069.23 (2.05%)Rejected-Finance 15062426 MOHANDAS C | L3 | Rejected-Finance HIGHEST QUATE | |
| 4 | L4₹2.5 L+₹5,199.20 (2.10%)Rejected-Finance ACHANAMBALAM KANNAMANGALAM PO 676304 | MALAPPURAM | KERALA | 676304 | L4 | Rejected-Finance HIGHEST QUATE | |
| 5 | L5₹2.8 L+₹30,110.13 (12.2%)Rejected-Finance KUNNUMMAL HOUSE CHUZHALI MOONNIYOOR SOUTH PO 676311 | MALAPPURAM | KERALA | 676311 | L5 | Rejected-Finance HIGHEST QUATE |
| Sl No | Description | Qty | Unit | ABDUL AZEEZ.P L1 | HYDROS L5 | P. KOYAKUTTY L3 | MOHAMMED ANAS ELLIKKAL L2 | ABDUL LATHEEF.K L6 | ABDUL AZEEZ EK L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00PCC CONCRETING | |||||||||
| 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. | 159.07 | sqm | 14.4 ₹2,290.68 | 49 ₹7,794.68 | 14.7 ₹2,338.4 | 10 ₹1,590.75 Lowest | 55 ₹8,749.13 | 12 ₹1,908.9 |
| 1.00 | OD217404/2025-2026:(OD From MORD 4.1.A.1 ) Granular Sub base with well Graded material (Table 400.1)(A) By Mix in place Method 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 plat vibrator to achive the desired density . complete as per Technical specification Clause 401. (i) For Grading I material | 15.91 | cum | 2,973.9 ₹47,308.8 Lowest | 3,019 ₹48,026.25 | 3,034.9 ₹48,279.19 | 3,030 ₹48,201.24 | 3,100 ₹49,314.8 | 3,050 ₹48,519.4 |
| 1.00 | OD217399/2025-2026: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) | 23.86 | cum | 8,276.84 ₹1,97,493.68 Lowest | 9,278 ₹2,21,382.36 | 8,446.62 ₹2,01,544.8 | 8,400 ₹2,00,432.4 | 10,000 ₹2,38,610 | 8,460 ₹2,01,864.06 |
Tender Value
₹2.5 L
EMD Value
₹6,304
Closing Date
24 Sept 2025, 11:00 amClosed
KRISHNAN KUTTY V
LIDEW LSGD Section Tiroorangadi Municipality Malappuram dist 676306
Annual Plan-Darshana Maneepaadam Road Renovation Division 6-
2025_LSGD_797155_5
01/AE/LIDEW/TGI/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
TIROORANGADI MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,304
Yes
14 Nov 2025
15 Sept 2025
25 Sept 2025
15 Sept 2025
24 Sept 2025
15 Sept 2025
Amount
PCC CONCRETING
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.
OD217404/2025-2026:(OD From MORD 4.1.A.1 ) Granular Sub base with well Graded material (Table 400.1)(A) By Mix in place Method 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 plat vibrator to achive the desired density . complete as per Technical specification Clause 401. (i) For Grading I material
OD217399/2025-2026: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)
MOHAMMED ANAS ELLIKKAL (BID ID -2354750)
P. KOYAKUTTY (BID ID -2355266)
ABDUL AZEEZ EK (BID ID -2354933)
HYDROS (BID ID -2354681)
ABDUL LATHEEF.K (BID ID -2354708)
Bidder Name
HYDROS
ABDUL AZEEZ.P
P. KOYAKUTTY
ABDUL AZEEZ EK
MOHAMMED ANAS ELLIKKAL
ABDUL LATHEEF.K
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