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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAdmitted-Fee/PreQual/Technical/Finance KARINGAPPA CHEERAKUZHIYIL HOUSE PUNNATALA P O MALAPPURAM 676552 | MALAPPURAM | KERALA | 676552 | ₹3.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.3 L+₹14,825.82 (4.70%)Admitted-Fee/PreQual/Technical/Finance | ₹3.3 L+₹14,825.82 (4.70%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.4 L+₹19,486.88 (6.17%)Admitted-Fee/PreQual/Technical/Finance ATHAVANAD MALAPPURAM 676310 | MALAPPURAM | MALAPPURAM | KERALA | 676310 | ₹3.4 L+₹19,486.88 (6.17%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.5 L+₹31,377.20 (9.94%)Admitted-Fee/PreQual/Technical/Finance 13 312J ETMS BUILDING THALAPPARA P O MALAPPURAM DISTRICT | KANNUR | KERALA | 670612 | ₹3.5 L+₹31,377.20 (9.94%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹3.6 L+₹42,736.49 (13.5%)Admitted-Fee/PreQual/Technical/Finance | ₹3.6 L+₹42,736.49 (13.5%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Hussain. TK L3 | DIVYARAJ V L2 | UTECHCONSTRUCTIONS LLP L4 | ABDU SADIQUE I P L7 | Mohamed Rashid L1 | ABDUL SHUKOOR L5 | ABOOBACJER.P L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||||||
| 1.00 | OD178549/2026-2027:Scarifying the existing bituminous surface using mechanical means to a depth of 150mm by mechanical means & amp;rolled at same road area with static roller | 235.8 | sqm | 5.66 ₹1,334.63 | 5.58 ₹1,315.76 | 6.5 ₹1,532.7 | 6.57 ₹1,549.21 | 5.33 ₹1,256.81 Lowest | 6.06 ₹1,428.95 | 6 ₹1,414.8 |
| 1.00 | OD178548/2026-2027:[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 Plate Vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 26.68 | cum | 2,400.61 ₹64,048.27 | 2,367.2 ₹63,156.9 | 2,200 ₹58,696 Lowest | 2,788.4 ₹74,394.51 | 2,261 ₹60,323.48 | 2,567.16 ₹68,491.83 | 2,572 ₹68,620.96 |
| 1.00 | OD178547/2026-2027: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) | 40.02 | cum | 6,681.28 ₹2,67,384.83 | 6,588.36 ₹2,63,666.17 | 7,100 ₹2,84,142 | 7,760.5 ₹3,10,575.21 | 6,292.73 ₹2,51,835.05 Lowest | 7,144.83 ₹2,85,936.1 | 7,162 ₹2,86,623.24 |
| 1.00 | OD178550/2026-2027:Providing and fixing Granite of any colour and shade for name board of required size laid over base of cement mortar1:4 (1 cement : 4 coarse sand) including all cjharges etc complete at all levels including lettering and fixing | 1 | 1 nos | 2,312.65 ₹2,312.65 | 2,280.49 ₹2,280.49 | 2,600 ₹2,600 | 2,600 ₹2,600 | 2,178.16 ₹2,178.16 Lowest | 2,473.11 ₹2,473.11 | 2,478 ₹2,478 |
Tender Value
₹4.2 L
EMD Value
₹10,590
Closing Date
22 Sept 2026, 6:00 pmClosed
AE
LID AND EW SUB DIVISION.TIRUR BLOCK PANCHAYATH
TIRUR BP-2026-2027-KURUMBADI MUTTANNUR JUMA MASJID ROAD MANGALAM-PURATHUR
2026_LSGD_869068_8
1/AE/LIDEW/2026-2027
Open Tender
Civil Works - Roads
Item Rate
180 days
LID AND EW SUB DIVISION.TIRUR BLOCK PANCHAYATH
Please refer Tender documents.
6 documents required · 6 mandatory
₹935
Yes
₹10,590
Yes
24 Sept 2026
11 Sept 2026
24 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETING | |||||
| 1.001 | OD178549/2026-2027:Scarifying the existing bituminous surface using mechanical means to a depth of 150mm by mechanical means & amp;rolled at same road area with static roller | 235.8 | sqm | - | - |
| 1.002 | OD178548/2026-2027:[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 Plate Vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 26.68 | cum | - | - |
| 1.003 | OD178547/2026-2027: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) | 40.02 | cum | - | - |
| 1.004 | OD178550/2026-2027:Providing and fixing Granite of any colour and shade for name board of required size laid over base of cement mortar1:4 (1 cement : 4 coarse sand) including all cjharges etc complete at all levels including lettering and fixing | 1 | 1 nos | - | - |
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