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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+₹10,633.20 (7.15%)Admitted-Fee/PreQual/Technical/Finance KIZHIPARAMBA MALAPPURAM PIN 673639 | MALAPPURAM | MALAPPURAM | KERALA | 673639 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹1.8 L+₹32,367.25 (21.8%)Admitted-Fee/PreQual/Technical/Finance MADAARI HOUSE CHERUPPA P O 673661 | CHERUPPA | KOZHIKODE | KERALA | 673661 | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | mujeebrhman pk L1 | JASID M E L2 | MUBASHIR M L3 |
|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||
| 1.00 | 3.9.2.A:Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (A) Manual Means | 4.5 | cum | 1,575 ₹7,087.5 Lowest | 3,700 ₹16,650 | 1,575 ₹7,087.5 Lowest |
| 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. | 19.09 | cum | 320 ₹6,108.8 | 50 ₹954.5 Lowest | 420 ₹8,017.8 |
| 1.00 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 6.22 | cum | 1,900 ₹11,827.5 Lowest | 2,900 ₹18,052.5 | 3,070 ₹19,110.75 |
| 1.00 | OD133720/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course
aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including
compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding
25 mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
(Modified 75.8.1, except form work) | 15.45 | cum | 8,000 ₹1,23,600 Lowest | 8,000 ₹1,23,600 Lowest | 9,500 ₹1,46,775 |
Tender Value
₹1.7 L
EMD Value
₹4,236
Closing Date
8 Oct 2026, 3:00 pmClosed
ASSISTANT ENGINEER
LID EW SECTION THAMARASSERY GP
KALLARAMKETT KARUPARAMMAL ROAD IN THAMARASSERY GP
2026_LSGD_874020_28
AE/LSGD/TSY/01/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
THAMARASSERY
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,236
Yes
13 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
8 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | 3.9.2.A:Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (A) Manual Means | 4.5 | cum | - | - |
| 1.002 | 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. | 19.09 | cum | - | - |
| 1.003 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 6.23 | cum | - | - |
| 1.004 | OD133720/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course
aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including
compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding
25 mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
(Modified 75.8.1, except form work) | 15.45 | cum | - | - |
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