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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.1 L+₹46,772.50 (10.0%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | CHANDRAN P K L1 | Prakasan T D L2 |
|---|---|---|---|---|---|
| 1.00Drain & Slab covering | |||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 5.85 | cum | 480.46 ₹2,810.69 Lowest | 528.51 ₹3,091.78 |
| 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 | 17.93 | cum | 441.5 ₹7,916.1 Lowest | 485.65 ₹8,707.7 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 5.28 | cum | 2,484.07 ₹13,115.89 Lowest | 2,732.48 ₹14,427.49 |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 3.08 | cum | 9,001.46 ₹27,769.5 Lowest | 9,901.61 ₹30,546.47 |
| 1.00 | 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 | 1.2 | tonne | 1,00,926.12 ₹1,21,111.34 Lowest | 1,11,018.73 ₹1,33,222.48 |
| 1.01 | 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 24.89 | cum | 10,457.41 ₹2,60,284.93 Lowest | 11,503.15 ₹2,86,313.4 |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 3.63 | cum | 9,563.75 ₹34,716.41 Lowest | 10,520.12 ₹38,188.04 |
Tender Value
₹4.7 L
EMD Value
₹11,693
Closing Date
26 Sept 2026, 1:00 pmClosed
Assistant Engineer, LSGD Mullassery GP
Assistant Engineer, LSGD Mullassery GP
Pro No 84 Valare thodu side protection and covering 2nd phase Mullassery G P
2026_LSGD_868825_12
01/AE/PW/MLSY/26-27
Open Tender
Civil Works - Roads
Lump-sum
180 days
Mullassery
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,035
Yes
₹11,693
Yes
29 Sept 2026
10 Sept 2026
28 Sept 2026
10 Sept 2026
26 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drain & Slab covering | |||||
| 1.001 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 5.85 | cum | - | - |
| 1.002 | 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 | 17.93 | cum | - | - |
| 1.003 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 5.28 | cum | - | - |
| 1.004 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 3.09 | cum | - | - |
| 1.005 | 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 | 1.2 | tonne | - | - |
| 1.006 | 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 24.89 | cum | - | - |
| 1.007 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 3.63 | cum | - | - |
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