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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.4 L+₹52,874.50 (13.8%)Admitted-Fee/PreQual/Technical/Finance | ₹4.4 L+₹52,874.50 (13.8%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | NANDANAN V K L2 | KA SALAHUDHEEN L1 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 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. | 162.5 | sqm | 17 ₹2,762.5 | 14.64 ₹2,379 Lowest |
| 1.00 | OD79278/2026-2027: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 | 24.38 | cum | 400 ₹9,750 | 351.36 ₹8,564.4 Lowest |
| 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 | 19.97 | cum | 3,471 ₹69,301.99 | 3,052.49 ₹60,946.02 Lowest |
| 1.00 | OD79283/2026-2027:Providing and laying of interlocking concrete Block pavements using 80mm M40 hydraulic
block of approved size, design, & shape laid in required pattern cover and including a
compacted bed of 6mm stone aggregate of 50mm average thickness etc, all complete as per the drection of Eng-in-charge | 245.5 | sqm | 1,236 ₹3,03,438 | 1,086.61 ₹2,66,762.76 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 2.24 | cum | 459 ₹1,028.16 | 403.75 ₹904.4 Lowest |
| 1.01 | OD80088/2026-2027:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including
conveyance of material and labour charges etc. complete as per direction of departmental officers at
siteModified 60.7.1 | 5.98 | cum | 4,327 ₹25,875.46 | 3,804.52 ₹22,751.03 Lowest |
| 1.01 | 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) | 2.2 | cum | 9,553 ₹21,007.05 | 8,401.26 ₹18,474.37 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 0.4 | cum | 10,275 ₹4,110 | 9,041.7 ₹3,616.68 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,508
Closing Date
16 Sept 2026, 5:00 pmClosed
Assistant Engineer,Karumalloor GP
Assistant Engineer,Karumalloor GP
VIDYANAGAR ROAD RENOVATION IN WARD 13
2026_LSGD_868411_1
27/AE/KMLR/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Karumalloor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹930
Yes
₹10,508
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 |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 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. | 162.5 | sqm | - | - |
| 1.002 | OD79278/2026-2027: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 | 24.38 | 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 | 19.97 | cum | - | - |
| 1.004 | OD79283/2026-2027:Providing and laying of interlocking concrete Block pavements using 80mm M40 hydraulic
block of approved size, design, & shape laid in required pattern cover and including a
compacted bed of 6mm stone aggregate of 50mm average thickness etc, all complete as per the drection of Eng-in-charge | 245.5 | sqm | - | - |
| 1.005 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 2.24 | cum | - | - |
| 1.006 | OD80088/2026-2027:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including
conveyance of material and labour charges etc. complete as per direction of departmental officers at
siteModified 60.7.1 | 5.98 | cum | - | - |
| 1.007 | 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) | 2.2 | cum | - | - |
| 1.008 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 0.4 | cum | - | - |
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