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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAdmitted-Fee/PreQual/Technical/Finance LID AND EW KUMILY GRAMA PANCHAYAT KUMILY | PATHANAMTHITTA | KERALA | 689694 | ₹3.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.0 L+₹20,179.02 (5.29%)Admitted-Fee/PreQual/Technical/Finance | ₹4.0 L+₹20,179.02 (5.29%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.1 L+₹24,142.92 (6.33%)Admitted-Fee/PreQual/Technical/Finance | ₹4.1 L+₹24,142.92 (6.33%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Sijo P. L L3 | sandeep tn L2 | SEBASTIAN L1 |
|---|---|---|---|---|---|---|
| 1.00TILE PAVEMENT | ||||||
| 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. | 63.89 | cum | 64.03 ₹4,091.13 | 66.84 ₹4,270.67 | 60.22 ₹3,847.7 Lowest |
| 1.00 | 4.1.A.1: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. <br> (i) For Grading I Material | 27.78 | cum | 3,197.69 ₹88,831.83 | 3,100 ₹86,118 | 3,007.43 ₹83,546.41 Lowest |
| 1.00 | OD144458/2026-2027:Providing and laying of 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 | 231.5 | sqm | 1,111.6 ₹2,57,335.4 | 1,100 ₹2,54,650 | 1,045.46 ₹2,42,023.99 Lowest |
| 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) | 6.31 | cum | 8,800.89 ₹55,507.21 | 9,000 ₹56,763 | 8,277.24 ₹52,204.55 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,589
Closing Date
15 Sept 2026, 4:00 pmClosed
Assistant Engineer
O/o The Assistant Executive Engineer LSGD Sub Division Parakkadavu Block Panchayath
Annual Plan-PKD BP 171/2026-27- M A N A N C H E R I K U N N U R O A D RENOVATION IN WARD NO OF PUTHENVELIKKARA GP-General Civil Work
2026_LSGD_868338_1
6/26-27
Open Tender
Civil Works - Others
Item Rate
LSGD Sub Division Parakkadavu Block
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,589
Yes
17 Sept 2026
8 Sept 2026
17 Sept 2026
8 Sept 2026
15 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1TILE PAVEMENT | |||||
| 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. | 63.89 | cum | - | - |
| 1.002 | 4.1.A.1: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. <br> (i) For Grading I Material | 27.78 | cum | - | - |
| 1.003 | OD144458/2026-2027:Providing and laying of 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 | 231.5 | 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) | 6.31 | cum | - | - |
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