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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹16.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹19.5 L+₹2.5 L (15.1%)Admitted-Fee/PreQual/Technical/Finance | ₹19.5 L+₹2.5 L (15.1%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MUSTHAFA N L1 | ARUN SUNDAR O L2 |
|---|---|---|---|---|---|
| 1.00Ponnamkodu Kunnu 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 | 19.8 | cum | 1,700 ₹33,660 Lowest | 1,973 ₹39,065.4 |
| 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 | 132 | cum | 403 ₹53,196 Lowest | 466 ₹61,512 |
| 1.00 | OD37289/2026-2027:Filling with Quarry muck
Filling up low laying and water logged areas with local materiel/ Quarry muck, spreading in
layers, leveling the top at site and consolidation by ramming etc, complete for improving the
CBR value of subgrade | 27 | cum | 944.28 ₹25,495.56 Lowest | 1,085 ₹29,295 |
| 1.00 | OD79531/2026-2027: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(Without shuttering) | 13.2 | cum | 7,950.03 ₹1,04,940.4 Lowest | 9,142 ₹1,20,674.4 |
| 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) | 52.8 | cum | 8,078 ₹4,26,518.4 Lowest | 9,292 ₹4,90,617.6 |
| 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) | 3.3 | cum | 8,438.18 ₹27,845.99 Lowest | 9,703 ₹32,019.9 |
| 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 For height upto 5 m III. R.C.C grade M 20 | 19.8 | cum | 9,605.33 ₹1,90,185.53 Lowest | 11,046 ₹2,18,710.8 |
| 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 | 2.18 | tonne | 92,702.51 ₹2,01,906.07 Lowest | 1,06,607 ₹2,32,190.05 |
| 1.01 | 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. (ii) Using Gravel mix soil. | 27.6 | cum | 2,280 ₹62,928 Lowest | 2,625 ₹72,450 |
Tender Value
₹16.9 L
EMD Value
₹42,359
Closing Date
18 Jul 2026, 4:00 pmClosed
ASSISTANT ENGINEER
LSGD, OLAVANNA
55 CONSTRUCTION OF VARIOUS ROADS LANE WORKS IN WARD 2
2026_LSGD_860012_1
AE/OLV/11/26
Open Tender
Civil Works - Roads
Item Rate
240 days
OLAVANNA
Please refer tender documents
10 documents required · 10 mandatory
₹2,760
Yes
₹42,359
Yes
24 Jul 2026
10 Jul 2026
20 Jul 2026
10 Jul 2026
18 Jul 2026
10 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Ponnamkodu Kunnu 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 | - | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | OD37289/2026-2027:Filling with Quarry muck
Filling up low laying and water logged areas with local materiel/ Quarry muck, spreading in
layers, leveling the top at site and consolidation by ramming etc, complete for improving the
CBR value of subgrade | - | cum | - | - |
| 1.004 | OD79531/2026-2027: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(Without shuttering) | 1 | cum | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.007 | 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 | - | cum | - | - |
| 1.008 | 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 | tonne | - | - |
| 1.009 | 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. (ii) Using Gravel mix soil. | - | cum | - | - |
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