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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.7 L+₹8,000.68 (3.01%)Admitted-Fee/PreQual/Technical/Finance | ₹2.7 L+₹8,000.68 (3.01%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.8 L+₹14,393.10 (5.41%)Admitted-Fee/PreQual/Technical/Finance | ₹2.8 L+₹14,393.10 (5.41%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹2.9 L+₹21,954.82 (8.26%)Admitted-Fee/PreQual/Technical/Finance | ₹2.9 L+₹21,954.82 (8.26%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹3.0 L+₹29,633.12 (11.1%)Admitted-Fee/PreQual/Technical/Finance | ₹3.0 L+₹29,633.12 (11.1%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BAIJU K S L1 | RAJENDRAN B L5 | PRASANNAKUMAR LEKSHMANAN NADAR L2 | BABU T L6 | JESWIN JIJO L8 | J SHYNI L9 | REJITH R C L7 | Anandhu Asok A L3 | Vipin.G L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Side Wall | ||||||||||||
| 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 | 18.72 | cum | 283.42 ₹5,305.62 Lowest | 315.01 ₹5,896.99 | 291.95 ₹5,465.3 | 329.5 ₹6,168.24 | 360.15 ₹6,742.01 | 379.06 ₹7,096 | 341.64 ₹6,395.5 | 298.76 ₹5,592.79 | 306.7 ₹5,741.42 |
| 1.00 | OD40936/2026-2027:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble
(without bond stone), and packing to compactness to lines and levels cost and conveyance of
all materials labour charges etc. complete as per direction of Departmental officers at site | 59.52 | cum | 3,418.57 ₹2,03,473.29 Lowest | 3,799.62 ₹2,26,153.38 | 3,521.45 ₹2,09,596.7 | 3,974.36 ₹2,36,553.91 | 4,343.98 ₹2,58,553.69 | 4,556.46 ₹2,71,200.5 | 4,120.79 ₹2,45,269.42 | 3,603.65 ₹2,14,489.25 | 3,700 ₹2,20,224 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.24 | tonne | 64,476.29 ₹15,474.31 Lowest | 71,663.13 ₹17,199.15 | 66,416.73 ₹15,940.02 | 74,958.81 ₹17,990.11 | 81,930.06 ₹19,663.21 | 86,231.9 ₹20,695.66 | 77,720.62 ₹18,652.95 | 67,967.04 ₹16,312.09 | 69,820 ₹16,756.8 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 4.8 | cum | 6,133.38 ₹29,440.22 Lowest | 6,817.03 ₹32,721.74 | 6,317.96 ₹30,326.21 | 7,130.54 ₹34,226.59 | 7,793.69 ₹37,409.71 | 8,202.91 ₹39,373.97 | 7,393.26 ₹35,487.65 | 6,465.44 ₹31,034.11 | 6,650 ₹31,920 |
| 1.00 | OD40990/2026-2027:Random rubble masonry with hard stone in foundation and plinth levelling up with cement
mortar : Cement mortar 1:6 (1 cement : 6 coarse sand).(Derived from DAR 7.1.1 | 1.62 | cum | 4,487.52 ₹7,269.78 Lowest | 4,987.71 ₹8,080.09 | 4,622.57 ₹7,488.56 | 5,217.09 ₹8,451.69 | 5,702.29 ₹9,237.71 | 7,163.42 ₹11,604.74 | 5,409.31 ₹8,763.08 | 4,730.47 ₹7,663.36 | 4,860 ₹7,873.2 |
| 1.01 | OD41026/2026-2027:Plastering with cement mortar (1:4), 15 mm thick in substructure
Unit = 10 sqm Taking output = 10 sqm | 8.4 | sqm | 242.68 ₹2,038.51 | 269.73 ₹2,265.73 | 249.98 ₹2,099.83 | 282.13 ₹2,369.89 | 308.38 ₹2,590.39 | 193.18 ₹1,622.71 Lowest | 292.53 ₹2,457.25 | 255.82 ₹2,148.89 | 262.5 ₹2,205 |
| 1.01 | OD4015/2026-2027:@Suppyindg and fixing granite name board 75*50cm size installed in the appropriate place visible to public made of masonry wall with granite plague should be inserted and including engraving letters ete complete the direction of departmental officers at site | 1 | each | 2,850.87 ₹2,850.87 Lowest | 3,168.64 ₹3,168.64 | 2,936.66 ₹2,936.66 | 3,314.36 ₹3,314.36 | 3,622.6 ₹3,622.6 | 3,779.55 ₹3,779.55 | 3,436.47 ₹3,436.47 | 3,005.21 ₹3,005.21 | 3,087 ₹3,087 |
Tender Value
₹4.2 L
EMD Value
₹10,583
Closing Date
9 Sept 2026, 5:00 pmClosed
AEE
AEE LIDEW NEMOM BP
Annual Plan-2026-27 NEMOM BP 138/27 ayanimoodu kochutherikka vila road renovation in thannivila division
2026_LSGD_866986_15
002/AEE/LIDEW/NBP/2026-27
Open Tender
Civil Works - Others
Item Rate
NEMOM BP
Please refer Tender documents.
3 documents required · 3 mandatory
₹935
Yes
₹10,583
Yes
11 Sept 2026
1 Sept 2026
11 Sept 2026
1 Sept 2026
9 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side Wall | |||||
| 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 | 1 | cum | - | - |
| 1.002 | OD40936/2026-2027:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble
(without bond stone), and packing to compactness to lines and levels cost and conveyance of
all materials labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.003 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.004 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.005 | OD40990/2026-2027:Random rubble masonry with hard stone in foundation and plinth levelling up with cement
mortar : Cement mortar 1:6 (1 cement : 6 coarse sand).(Derived from DAR 7.1.1 | - | cum | - | - |
| 1.006 | OD41026/2026-2027:Plastering with cement mortar (1:4), 15 mm thick in substructure
Unit = 10 sqm Taking output = 10 sqm | - | sqm | - | - |
| 1.007 | OD4015/2026-2027:@Suppyindg and fixing granite name board 75*50cm size installed in the appropriate place visible to public made of masonry wall with granite plague should be inserted and including engraving letters ete complete the direction of departmental officers at site | - | each | - | - |
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