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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.6 L+₹4,726.13 (3.07%)Admitted-Fee/PreQual/Technical/Finance KAPPUR GRAMA PANCHAYATH | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹1.7 L+₹14,160.35 (9.20%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MUHAMMED ABDURAHIMAN P V L2 | NOUSHAD POOVATHINGAL L1 | IBRAHIM K L3 |
|---|---|---|---|---|---|---|
| 1.00PALAYHARA UKM MANZIL QUARRY ROAD | ||||||
| 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. | 24.68 | cum | 59.94 ₹1,479.02 | 58.15 ₹1,434.85 Lowest | 63.5 ₹1,566.86 |
| 1.00 | OD183798/2026-2027: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 rammers to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material | 9.87 | cum | 2,812.56 ₹27,759.97 | 2,728.81 ₹26,933.35 Lowest | 2,979.74 ₹29,410.03 |
| 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) | 14.8 | cum | 8,575.81 ₹1,26,964.87 | 8,320.46 ₹1,23,184.41 Lowest | 9,085.56 ₹1,34,511.72 |
| 1.00 | OD67600/2026-2027:Supplying and proving 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 ,0.6mmthick iron sheet of size 90x60cmwith two coat of enamel painting over a coat of primer, lettering with suitable colour, size, fixing the post in ground with CC 1:2:4 etc complete | 1 | each | 2,514.58 ₹2,514.58 | 2,439.7 ₹2,439.7 Lowest | 2,664.05 ₹2,664.05 |
Tender Value
₹1.8 L
EMD Value
₹4,425
Closing Date
1 Oct 2026, 10:00 amClosed
Assistant Engineer
Assistant Engineer,Paruthur GP
PARUTHUR GP 2026-27 PALATHARA UKM MANZIL QUARRY ROAD RECONCRETING IN W-12-PRO.NO.336
2026_LSGD_870887_8
2/AE/LSGD/PDR/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Paruthur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,425
Yes
3 Oct 2026
22 Sept 2026
1 Oct 2026
22 Sept 2026
1 Oct 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PALAYHARA UKM MANZIL QUARRY ROAD | |||||
| 1.001 | 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. | 24.68 | cum | - | - |
| 1.002 | OD183798/2026-2027: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 rammers to achieve the desired density, complete as per Technical Specification Clause 401.
(i) For Grading I Material | 9.87 | cum | - | - |
| 1.003 | 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) | 14.81 | cum | - | - |
| 1.004 | OD67600/2026-2027:Supplying and proving 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 ,0.6mmthick iron sheet of size 90x60cmwith two coat of enamel painting over a coat of primer, lettering with suitable colour, size, fixing the post in ground with CC 1:2:4 etc complete | 1 | each | - | - |
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