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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₹3.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.6 L+₹1,480.18 (0.41%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.6 L+₹7,879.55 (2.21%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.7 L+₹15,241.14 (4.27%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹3.7 L+₹15,632.55 (4.38%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | C P ABOOBACKER L1 | ASHIF K.A L2 | K M SAINUDEEN L5 | SIYAD P P L4 | Riswan Sakeer L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Tile laying | ||||||||
| 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. | 40.78 | cum | 56.35 ₹2,298.23 Lowest | 56.58 ₹2,307.62 | 58.81 ₹2,398.57 | 58.75 ₹2,396.12 | 57.6 ₹2,349.22 |
| 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 | 27.19 | cum | 2,813.83 ₹76,508.04 Lowest | 2,825.51 ₹76,825.62 | 2,937 ₹79,857.03 | 2,933.93 ₹79,773.56 | 2,875.92 ₹78,196.26 |
| 1.00 | OD34500/2026-2027:Providing and laying interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of Engineer-in-charge | 257.7 | sqm | 1,001.66 ₹2,58,127.78 Lowest | 1,005.81 ₹2,59,197.24 | 1,045.51 ₹2,69,427.93 | 1,044.41 ₹2,69,144.46 | 1,023.76 ₹2,63,822.95 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.6 | cum | 7,744.41 ₹20,174.19 Lowest | 7,776.56 ₹20,257.94 | 8,083.4 ₹21,057.26 | 8,074.95 ₹21,035.24 | 7,915.3 ₹20,619.36 |
Tender Value
₹4.2 L
EMD Value
₹10,590
Closing Date
11 Nov 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
OFFICE OF ASSISTANT ENGINEER,KADUNGALLOOR GP
OFFICE OF ASSISTANT ENGINEER,KADUNGALLOOR GP
CHANGAMATHA BYLANE ONE TILE LAYING WARD 9 -KDLR 307/ 2026/2027
2026_LSGD_884945_1
ET/22/KDLR/LSGD/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KADUNGALLOOR GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,590
Yes
13 Nov 2026
3 Nov 2026
13 Nov 2026
3 Nov 2026
11 Nov 2026
3 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Tile laying | |||||
| 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. | 40.79 | cum | - | - |
| 1.002 | 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 | 27.19 | cum | - | - |
| 1.003 | OD34500/2026-2027:Providing and laying interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of Engineer-in-charge | 257.7 | sqm | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 2.61 | cum | - | - |
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