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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-Finance | L1 | Accepted-Finance Accepted Vide Resolution No.1(1) dtd.23-09-2026 of Arakuzha GP | |
| 2 | L2₹10.0 L+₹33,508.75 (3.45%)Accepted-Finance AIKKARANAD G P 2024 25 P NO 245 KADAMATTOM SCHOO IMAINTENANCE WARD 7 | IDUKKI | KERALA | 685501 | L2 | Accepted-Finance Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder | |
| 3 | L3₹10.7 L+₹96,949.83 (9.99%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | L4₹10.8 L+₹1.1 L (11.1%)Rejected-Finance MUVATTUPUZHA VENDOR K K RAMACHANDRAN NAIR | THRISSUR | KERALA | 680667 | L4 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | JOBY GEORGE L4 | SAJI T JACOB L3 | P.V.George L2 | R SABU L1 |
|---|---|---|---|---|---|---|---|
| 1.00Detailed Estimate-Oduvelil Road | |||||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 21.38 | cum | 1,500 ₹32,062.5 | 1,634 ₹34,926.75 | 750 ₹16,031.25 Lowest | 1,460 ₹31,207.5 |
| 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 | 23.7 | cum | 3,100 ₹73,470 | 3,037 ₹71,976.9 | 2,700 ₹63,990 | 2,600 ₹61,620 Lowest |
| 1.00 | OD112539/2026-2027:Surface Dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5m all kinds of soil(based on 2.28.1 as in DAR) | 108 | sqm | 35 ₹3,780 | 33 ₹3,564 | 6 ₹648 Lowest | 30 ₹3,240 |
| 1.00 | OD113286/2026-2027:Providing and Laying of Interlocking concrete block pavement using 80mm M40hydraulic blocks of approved size,design& shape,laid in required pattern over and including compacted bed of 6mm stone aggregate of 50mm average thickness etc.all complete as per the direction of engineer in charge. | 470.1 | per sqm | 1,100 ₹5,17,110 | 1,075 ₹5,05,357.5 | 1,050 ₹4,93,605 | 975 ₹4,58,347.5 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) | 4.36 | cum | 7,500 ₹32,700 | 8,250 ₹35,970 | 7,400 ₹32,264 Lowest | 7,500 ₹32,700 |
| 2.00Detailed Estimate-Memadangu Meppumpurathukadavu Road | |||||||
| 2.00 | 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. | 291 | sqm | 15 ₹4,365 | 15 ₹4,365 | 14 ₹4,074 Lowest | 14 ₹4,074 Lowest |
| 2.00 | 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 | 21.82 | cum | 3,000 ₹65,475 | 3,037 ₹66,282.53 | 2,700 ₹58,927.5 Lowest | 2,900 ₹63,292.5 |
| 2.00 | OD112392/2026-2027:Providing and Laying of Interlocking concrete block pavement using 80mm M40hydraulic blocks of approved size,design& shape,laid in required pattern over and including compacted bed of 6mm stone aggregate of 50mm average thickness etc.all complete as per the direction of engineer in charge. | 291 | per sqm | 1,100 ₹3,20,100 | 1,075 ₹3,12,825 | 1,050 ₹3,05,550 | 980 ₹2,85,180 Lowest |
Tender Value
₹11.8 L
EMD Value
₹29,486
Closing Date
16 Sept 2026, 5:00 pmClosed
AE
AE LID EW SECTION
Road tiling
2026_LSGD_867876_1
01/AE/LSGD/ARK/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Arakuzha
Plase refer tender documents
10 documents required · 10 mandatory
₹2,760
₹29,486
28 Sept 2026
8 Sept 2026
18 Sept 2026
8 Sept 2026
16 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed Estimate-Oduvelil Road | |||||
| 1.001 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 21.38 | 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 | 23.7 | cum | - | - |
| 1.003 | OD112539/2026-2027:Surface Dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5m all kinds of soil(based on 2.28.1 as in DAR) | 108 | sqm | - | - |
| 1.004 | OD113286/2026-2027:Providing and Laying of Interlocking concrete block pavement using 80mm M40hydraulic blocks of approved size,design& shape,laid in required pattern over and including compacted bed of 6mm stone aggregate of 50mm average thickness etc.all complete as per the direction of engineer in charge. | 470.1 | per 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) | 4.36 | cum | - | - |
| 2Detailed Estimate-Memadangu Meppumpurathukadavu Road | |||||
| 2.001 | 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. | 291 | sqm | - | - |
| 2.002 | 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 | 21.83 | cum | - | - |
| 2.003 | OD112392/2026-2027:Providing and Laying of Interlocking concrete block pavement using 80mm M40hydraulic blocks of approved size,design& shape,laid in required pattern over and including compacted bed of 6mm stone aggregate of 50mm average thickness etc.all complete as per the direction of engineer in charge. | 291 | per sqm | - | - |
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