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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.2 L+₹22,306.67 (3.76%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | PAYYOLI NARAYANAN SMARAKA PRAVASI LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD. L2 | KAIRALI LABOUR CONTRACT CO-OPERATIVE SOCIETY L1 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 37.4 | cum | 425.52 ₹15,914.45 | 405.52 ₹15,166.45 Lowest |
| 1.00 | OD38461/2026-2027:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 4.67 | cum | 978.32 ₹4,573.65 | 944.2 ₹4,414.14 Lowest |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 4.67 | cum | 8,505.22 ₹39,761.9 | 8,268.01 ₹38,652.95 Lowest |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 14.85 | cum | 8,222.32 ₹1,22,101.45 | 8,080.08 ₹1,19,989.19 Lowest |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 0.42 | cum | 9,755.54 ₹4,107.08 | 9,605.33 ₹4,043.84 Lowest |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.04 | tonne | 94,000 ₹3,760 | 92,702.51 ₹3,708.1 Lowest |
| 1.01 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 265.5 | sqm | 50.36 ₹13,370.58 | 46.86 ₹12,441.33 Lowest |
| 1.01 | OD38619/2026-2027:Granular Sub-base with scarified material By Mix in Place Method <br> Construction of granular sub-base by providing scarified 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 | 6.64 | cum | 254.21 ₹1,687.45 | 234.27 ₹1,555.08 Lowest |
| 1.01 | 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 | 23.69 | cum | 3,244.54 ₹76,869.64 | 3,077.04 ₹72,901.23 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,820
Closing Date
26 Sept 2026, 5:00 pmClosed
ANAGHA SREEJAN O
LID EW THURAYUR GP
Pro.no-89/27-RENOVATION OF KALLUMPURAM VELUTHEDATH ROAD
2026_LSGD_870995_1
2/27 AE TENDER THURAYUR
Open Tender
Civil Works - Roads
Item Rate
180 days
THURAYUR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,820
Yes
6 Oct 2026
18 Sept 2026
28 Sept 2026
18 Sept 2026
26 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 37.4 | cum | - | - |
| 1.002 | OD38461/2026-2027:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 4.68 | cum | - | - |
| 1.003 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 4.68 | cum | - | - |
| 1.004 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 14.85 | cum | - | - |
| 1.005 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 0.42 | cum | - | - |
| 1.006 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.04 | tonne | - | - |
| 1.007 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 265.5 | sqm | - | - |
| 1.008 | OD38619/2026-2027:Granular Sub-base with scarified material By Mix in Place Method <br> Construction of granular sub-base by providing scarified 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 | 6.64 | cum | - | - |
| 1.009 | 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 | 23.69 | cum | - | - |
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