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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.6 L+₹14,098.58 (3.16%)Admitted-Fee/PreQual/Technical/Finance | ₹4.6 L+₹14,098.58 (3.16%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.7 L+₹26,688.30 (5.98%)Admitted-Fee/PreQual/Technical/Finance | ₹4.7 L+₹26,688.30 (5.98%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹5.0 L+₹52,897.63 (11.8%)Admitted-Fee/PreQual/Technical/Finance | ₹5.0 L+₹52,897.63 (11.8%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹5.0 L+₹56,898.82 (12.7%)Admitted-Fee/PreQual/Technical/Finance | ₹5.0 L+₹56,898.82 (12.7%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | C P ABOOBACKER L1 | DEEPU SASIDHARAN L4 | Simnesh ms L3 | KA SALAHUDHEEN L2 | DHANESH SATHYAN L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00tile work | ||||||||
| 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. | 307.1 | sqm | 14.2 ₹4,360.82 Lowest | 15.88 ₹4,876.75 | 15.05 ₹4,621.86 | 14.65 ₹4,499.02 | 16.01 ₹4,916.67 |
| 1.00 | OD138824/2026-2027: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 | 46.06 | cum | 373.68 ₹17,213.57 | 381.16 ₹17,558.14 | 361.16 ₹16,636.84 | 351.55 ₹16,194.15 Lowest | 384.21 ₹17,698.63 |
| 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 | 39.09 | cum | 2,960.7 ₹1,15,748.57 Lowest | 3,311.36 ₹1,29,457.62 | 3,137.61 ₹1,22,664.86 | 3,054.16 ₹1,19,402.39 | 3,337.88 ₹1,30,494.42 |
| 1.00 | OD72586/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in charge | 267.8 | sqm | 1,064.4 ₹2,85,046.32 Lowest | 1,178.77 ₹3,15,674.61 | 1,116.92 ₹2,99,111.18 | 1,087.21 ₹2,91,154.84 | 1,188.21 ₹3,18,202.64 |
| 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) | 2.32 | cum | 8,148.63 ₹18,937.42 Lowest | 9,113.74 ₹21,180.33 | 8,635.53 ₹20,068.97 | 8,405.86 ₹19,535.22 | 9,186.73 ₹21,349.96 |
| 1.01 | OD139016/2026-2027:Supplying and fixing 18 mm thick Granite Nameboard of slab area less than 0.90m2 including engraving and painting letters etc complete as per direction of engineer in charge at site | 1 | sqm | 5,322 ₹5,322 Lowest | 10,778.88 ₹10,778.88 | 10,213.29 ₹10,213.29 | 9,941.66 ₹9,941.66 | 10,865.2 ₹10,865.2 |
Tender Value
₹5.0 L
EMD Value
₹12,588
Closing Date
16 Sept 2026, 9:00 amClosed
Assistant Engineer,Karumalloor GP
Assistant Engineer,Karumalloor GP
KOLLAMPARAMP SUBROAD TILE PAVING WARD 1
2026_LSGD_868288_1
21/AE/KMLR/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Karumalloor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,110
Yes
₹12,588
Yes
17 Sept 2026
9 Sept 2026
17 Sept 2026
9 Sept 2026
16 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1tile work | |||||
| 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. | 307.1 | sqm | - | - |
| 1.002 | OD138824/2026-2027: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 | 46.07 | 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 | 39.1 | cum | - | - |
| 1.004 | OD72586/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in charge | 267.8 | 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) | 2.32 | cum | - | - |
| 1.006 | OD139016/2026-2027:Supplying and fixing 18 mm thick Granite Nameboard of slab area less than 0.90m2 including engraving and painting letters etc complete as per direction of engineer in charge at site | 1 | sqm | - | - |
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