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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAdmitted-Fee/PreQual/Technical/Finance KOONJUBIDUKKA MOOLAKKIL P O MAYIL KANNUR DIST | MAYIL | KANNUR | KERALA | 670602 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.7 L+₹22,810.42 (6.59%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.2 L+₹76,034.47 (22.0%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹4.4 L+₹97,156.39 (28.0%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K. P. BIJU L1 | NAVAS V L2 | ABDUL RAFEEQUE. U.E.N. L3 | C P BABU L4 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING & dRAINAGE WORK | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 29.26 | cum | 54.1 ₹1,582.97 Lowest | 57.66 ₹1,687.13 | 65.97 ₹1,930.28 | 69.27 ₹2,026.84 |
| 1.00 | OD154850/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10 (i)Nominal mix 1:3:6 ( With out form work ) | 3.08 | cum | 6,624.17 ₹20,402.44 Lowest | 7,060.39 ₹21,746 | 8,078.25 ₹24,881.01 | 8,482.16 ₹26,125.05 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 5.95 | cum | 6,732.53 ₹40,058.55 Lowest | 7,175.89 ₹42,696.55 | 8,210.4 ₹48,851.88 | 8,620.92 ₹51,294.47 |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 62.1 | cum | 52.51 ₹3,260.87 Lowest | 55.97 ₹3,475.74 | 64.04 ₹3,976.88 | 67.24 ₹4,175.6 |
| 1.00 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> 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. (ii) For Grading II Material | 20.7 | cum | 2,599.51 ₹53,809.86 Lowest | 2,770.69 ₹57,353.28 | 3,170.13 ₹65,621.69 | 3,328.64 ₹68,902.85 |
| 1.01 | 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) | 31.05 | cum | 7,319.45 ₹2,27,268.92 Lowest | 7,801.46 ₹2,42,235.33 | 8,926.13 ₹2,77,156.34 | 9,372.47 ₹2,91,015.19 |
Tender Value
₹4.2 L
EMD Value
₹10,560
Closing Date
30 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Asst Engineer
Asst Engineer Koodali GP
KOODALI GP PRO NO 116 PANALAD EMS ROAD CONCRETE
2026_LSGD_881285_6
TN-03/AE/LSGD/KDLY/2026-2027
Open Tender
Civil Works - Roads
Item Rate
270 days
Koodali
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,560
Yes
2 Nov 2026
23 Oct 2026
2 Nov 2026
23 Oct 2026
30 Oct 2026
23 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETING & dRAINAGE WORK | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 29.26 | cum | - | - |
| 1.002 | OD154850/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10 (i)Nominal mix 1:3:6 ( With out form work ) | 3.08 | cum | - | - |
| 1.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 5.95 | cum | - | - |
| 1.004 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 62.1 | cum | - | - |
| 1.005 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> 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. (ii) For Grading II Material | 20.7 | cum | - | - |
| 1.006 | 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) | 31.05 | cum | - | - |
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