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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.7 LAccepted-AOC | ₹1.7 L | 1 | Accepted-AOC Accepted Vide Resolution No.1(1) date.10/11/2025 of Mogralputhur GP |
| 2 | 2₹1.7 LRejected-AOC | ₹1.7 L | 2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | 3₹1.7 LRejected-AOC NULL | ₹1.7 L | 3 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | ahammed C H B L3 | A ABDUL RAHMAN L2 | SAYID SUHAIB C A L1 |
|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||
| 1.00 | 2.5.2.A:Dismantling of Structures 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.(II) By Mechanical Means (A) Cement Concrete | 6.8 | cum | 756 ₹5,140.80 | 740 ₹5,032 | 1,230 ₹8,364 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 5.1 | cum | 51.42 ₹262.24 | 51.42 ₹262.24 | 51.4 ₹262.14 |
| 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. | 10.35 | cum | 2,338 ₹24,198.30 | 2,338 ₹24,198.30 | 2,338 ₹24,198.30 |
| 1.00 | 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) | 15.53 | cum | 8,997 ₹1.4 L | 8,997 ₹1.4 L | 8,779 ₹1.4 L |
Tender Value
₹1.7 L
EMD Value
₹4,232
Closing Date
7 Nov 2025, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LID EW Section, Mogralputhur Grama Panchayath
Padinjhar Kilar Masjid Road Widening of Mogralputhur GP in Ward 1-MPGP 50/25-26
2025_LSGD_817284_15
05/2025-26/AE/LID EW/MP/05 PHASE
Open Tender
Civil Works - Buildings
120 days
Mogralputhur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,232
Yes
21 Feb 2026
31 Oct 2025
10 Nov 2025
31 Oct 2025
7 Nov 2025
31 Oct 2025
Amount
Road concrete
2.5.2.A:Dismantling of Structures 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.(II) By Mechanical Means (A) Cement Concrete
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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.
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)
A ABDUL RAHMAN (BID ID -2432119)
ahammed C H B (BID ID -2432533)
Bidder Name
A ABDUL RAHMAN
ahammed C H B
SAYID SUHAIB C A
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