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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC Lowest rate and hence the work is awarded to the Contractor vide
Resolution No. /Order No.04/2026 DTD 31.01.2026 of New
MaheGrama Panchayat |
| 2 | L2₹4.2 LRejected-AOC | ₹4.2 L | L2 | Rejected-AOC Higher rate and hence not admitte |
| 3 | L3₹4.3 LRejected-Finance | ₹4.3 L | L3 | Rejected-Finance Higher rate and hence not admitte |
| 4 | L4₹4.5 LRejected-Finance PATHIRIYATT KIZHATHUR | IRITTY | KANNUR | KERALA | 670703 | ₹4.5 L | L4 | Rejected-Finance Higher rate and hence not admitte |
| Sl No | Description | Qty | Unit | SAGAR L2 | ABDU RAHIMAN M P L3 | SKETCHUP ASSOCIATES L1 | K Santhosh L4 |
|---|---|---|---|---|---|---|---|
| 1.00Interlocking | |||||||
| 1.00 | OD162644/2025-2026:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 99 | cum | 55.26 ₹5,470.74 | 751.82 ₹74,430.18 | 53 ₹5,247 | 790.2 ₹78,229.8 |
| 1.00 | OD162645/2025-2026: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and ramming to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 33 | cum | 2,199.63 ₹72,587.79 | 184.04 ₹6,073.32 | 2,202 ₹72,666 | 193.43 ₹6,383.19 |
| 1.00 | OD162477/2025-2026:Interlock concrete block pvement .Providing and laying interlocking concrete block pavements having thickness 80mm as per drawings and technical specifications clause 1504.beeding with 6mm aggregates and filling joints with sand.sand as per table 1500.5 bed=60.00x3.75x.03=6.75cum joints=60x.08x.10=.48cum. | 291 | 1 sqm | 971.63 ₹2,82,744.33 | 1,001.72 ₹2,91,500.52 | 972 ₹2,82,852 | 1,052.86 ₹3,06,382.26 |
| 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) | 6.3 | cum | 8,640.82 ₹54,437.17 | 8,908.34 ₹56,122.54 | 8,382 ₹52,806.6 | 9,363.12 ₹58,987.66 |
| 1.00 | OD162476/2025-2026:Providing and fixing Name board of size 0.60 x 0.60m made with vertical post 32mm dia GI pipe and RHS 25x25 mm 16 gauge frame and 0.80mm thick GI sheet and painting two sides with synthetic enamel paint including painting the letters with synthetic enamel paint. | 1 | 1 nos | 1,559.46 ₹1,559.46 | 1,607.75 ₹1,607.75 | 1,512 ₹1,512 | 1,689.83 ₹1,689.83 |
Tender Value
₹4.3 L
EMD Value
₹10,754
Closing Date
23 Jan 2026, 11:00 amClosed
SHILPA JUSTUS
ASSISTANT ENGINEER, LSGD SECTION NEW MAHE GP
ANNUAL PLAN 2025-26 - PROJ.NO - 219/26 KANNAMBATH FOOTPATH INTERLOCKING
2026_LSGD_826744_1
AE/LIDEW/T08/NMGP/2025-26
Open Tender
Civil Works - Roads
NEW MAHE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹950
Yes
₹10,754
Yes
23 Jun 2026
14 Jan 2026
24 Jan 2026
14 Jan 2026
23 Jan 2026
14 Jan 2026
Interlocking
OD162644/2025-2026:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
OD162645/2025-2026: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and ramming to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD162477/2025-2026:Interlock concrete block pvement .Providing and laying interlocking concrete block pavements having thickness 80mm as per drawings and technical specifications clause 1504.beeding with 6mm aggregates and filling joints with sand.sand as per table 1500.5 bed=60.00x3.75x.03=6.75cum joints=60x.08x.10=.48cum.
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)
OD162476/2025-2026:Providing and fixing Name board of size 0.60 x 0.60m made with vertical post 32mm dia GI pipe and RHS 25x25 mm 16 gauge frame and 0.80mm thick GI sheet and painting two sides with synthetic enamel paint including painting the letters with synthetic enamel paint.
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