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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-Finance KANNADIKKUZHI HOUSE RAMANATTUKARA VAZHAYUR EAST PO | ₹5.3 L | L1 | Accepted-Finance First Lowest |
| 2 | L2₹5.4 L+₹7,880.20 (1.48%)Accepted-Finance | ₹5.4 L+₹7,880.20 (1.48%) | L2 | Accepted-Finance Second Lowest |
| 3 | L3₹5.5 L+₹16,228.99 (3.06%)Accepted-Finance | ₹5.5 L+₹16,228.99 (3.06%) | L3 | Accepted-Finance Third Lowest |
| Sl No | Description | Qty | Unit | HAREESH KUMAR V K L1 | RAFEEKU RAHMAN T.P L2 | Muksith L3 |
|---|---|---|---|---|---|---|
| 1.00Footpath Concrete | ||||||
| 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 | 24.1 | cum | 296 ₹7,133.6 Lowest | 376.32 ₹9,069.31 | 385 ₹9,278.5 |
| 1.00 | 2.5.1.C:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (I) By Manual Means<br> (C) Reinforced Cement Concrete | 1.88 | cum | 1,376 ₹2,580 Lowest | 3,079.32 ₹5,773.73 | 3,129.09 ₹5,867.04 |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 13.8 | cum | 178 ₹2,456.4 | 48.67 ₹671.65 Lowest | 49.46 ₹682.55 |
| 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. (ii) Using Gravel mix soil. | 22.37 | cum | 2,000 ₹44,734 Lowest | 2,118.9 ₹47,393.44 | 2,153.15 ₹48,159.51 |
| 1.00 | OD175334/2025-2026: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 on prepared surface, levelling the top at site and ramming etc to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 14.3 | cum | 2,300 ₹32,890 | 1,980.57 ₹28,322.15 Lowest | 2,012.59 ₹28,780.04 |
| 1.01 | 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) | 1.8 | cum | 8,000 ₹14,400 Lowest | 8,143.87 ₹14,658.97 | 8,275.5 ₹14,895.9 |
| 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) | 21.45 | cum | 7,900 ₹1,69,455 Lowest | 8,152 ₹1,74,860.4 | 8,283.76 ₹1,77,686.65 |
| 1.01 | OD112976/2025-2026:Providing and laying factory made chamfered edge Cement concrete paver block in
Road/footpath etc.. of required strength, thickness, size shape mae by table vibratory
method using PU mould, laid in required colour ,&amp; pattern over 50mm thick
compacted bed of 6mm metal, complacting and proper embedding/laying of inter
locking paver blocks into the sand bedding layers through vibratory compaction by
using plate vibrator, filling the joints with sand and cutting of paver blocks as per
required size and pattern, finishing and sweeping extra sand complete all as per
direction of Engineer in charges 0.80 mm thick CC paver block of approved colour
design and pattern. | 207.57 | sqm | 1,100 ₹2,28,323.7 Lowest | 1,102.71 ₹2,28,886.21 | 1,120.54 ₹2,32,587.13 |
| 1.01 | OD112977/2025-2026: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) | 3.01 | cum | 7,900 ₹23,779 | 7,830.63 ₹23,570.2 Lowest | 7,957.2 ₹23,951.17 |
Tender Value
₹5.8 L
EMD Value
₹14,511
Closing Date
20 Sept 2025, 4:00 pmClosed
Assistant Engineer LID and EW Ranattukara Municipa
Assistant Engineer LID and EW Ramanattukara Municipality
184/2025-26 -MELATH ROAD INTERLOCK and MALEERI THAZHAM FOOTPATH CONCRETE IN DIV 7
2025_LSGD_795309_5
AE/RM/03/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Ramamnattukara
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,280
Yes
₹14,511
Yes
29 Jul 2026
10 Sept 2025
23 Sept 2025
10 Sept 2025
20 Sept 2025
10 Sept 2025
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