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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₹2.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.0 L+₹2,533.69 (0.86%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.0 L+₹5,598.19 (1.90%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.0 L+₹5,735.73 (1.95%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹3.0 L+₹8,119.22 (2.76%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | C P ABOOBACKER L2 | K M SAINUDEEN L3 | Shine A Williams L6 | Riswan Sakeer L1 | sandeep tn L4 | MUHAMMED BASITH P L7 | DEEPU SASIDHARAN L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00GREEN VALLEY PRIYADARSHINI ROAD Tile laying | ||||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 211.2 | sqm | 13.94 ₹2,944.13 | 14.09 ₹2,975.81 | 14.7 ₹3,104.64 | 13.43 ₹2,836.42 Lowest | 16.01 ₹3,381.31 | 15 ₹3,168 | 14.21 ₹3,001.15 |
| 1.00 | OD226639/2026-2027:For Re laying scarified materials specification including premixing the material with water at
OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in
uniform layers in sub-base/base course on a well prepared sub-base and compacting with
smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting,
barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical
Specification Clause 406. By Mechanical Means with 1 km lead | 17.1 | cum | 334.66 ₹5,722.69 | 338.12 ₹5,781.85 | 353.09 ₹6,037.84 | 331.88 ₹5,675.15 | 300 ₹5,130 Lowest | 360.42 ₹6,163.18 | 340.94 ₹5,830.07 |
| 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 | 17.1 | cum | 2,907.29 ₹49,714.66 | 2,937.33 ₹50,228.34 | 3,067.48 ₹52,453.91 | 2,883.26 ₹49,303.75 | 2,800 ₹47,880 Lowest | 3,131.26 ₹53,544.55 | 2,962.04 ₹50,650.88 |
| 1.00 | OD52320/2026-2027: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 | 212.4 | sqm | 1,034.93 ₹2,19,819.13 | 1,045.62 ₹2,22,089.69 | 1,091.95 ₹2,31,930.18 | 1,026.38 ₹2,18,003.11 Lowest | 1,054 ₹2,23,869.6 | 1,114.65 ₹2,36,751.66 | 1,054.42 ₹2,23,958.81 |
| 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) | 2.29 | cum | 8,001.64 ₹18,331.76 | 8,084.32 ₹18,521.18 | 8,442.51 ₹19,341.79 | 7,935.51 ₹18,180.25 Lowest | 8,500 ₹19,473.5 | 8,625.65 ₹19,761.36 | 8,152.33 ₹18,676.99 |
Tender Value
₹3.4 L
EMD Value
₹8,511
Closing Date
2 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
TILE LAYING OF GREEN VALLEY PRIYADARSHINI ROAD WARD 3 -KDLR 286/2026-2027
2026_LSGD_881608_1
ET/5/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
₹755
Yes
₹8,511
Yes
4 Nov 2026
24 Oct 2026
4 Nov 2026
24 Oct 2026
2 Nov 2026
24 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1GREEN VALLEY PRIYADARSHINI ROAD Tile laying | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 211.2 | sqm | - | - |
| 1.002 | OD226639/2026-2027:For Re laying scarified materials specification including premixing the material with water at
OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in
uniform layers in sub-base/base course on a well prepared sub-base and compacting with
smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting,
barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical
Specification Clause 406. By Mechanical Means with 1 km lead | 17.1 | 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 | 17.1 | cum | - | - |
| 1.004 | OD52320/2026-2027: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 | 212.4 | sqm | - | - |
| 1.005 | 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) | 2.29 | cum | - | - |
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