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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.2(1) dtd.29-06-2026 of manjoor GP | |
| 2 | L2₹4.2 L+₹4,478.86 (1.08%)Rejected-AOC KURUPPANTHARA PO KOTTAYAM PIN 686603 | KOTTAYAM | KOTTAYAM | KERALA | 686603 | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹4.2 L+₹5,375.96 (1.29%)Rejected-AOC | L3 | Rejected-AOC Higher rate and hence not admitted | |
| 4 | L4₹4.3 L+₹10,151.30 (2.44%)Rejected-AOC | L4 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | BIJO JOSE L1 | JOSEMON THOMAS L3 | Mithra enterprises L2 | JINJU JOSEPH L4 |
|---|---|---|---|---|---|---|---|
| 1.00PRJ NO 315/26 NJAYAPALLY MALLIYOOR THOAD SIDE PROTECTION WALL IN Ward 1 MANJOOR GP | |||||||
| 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 | 30.66 | cum | 410.6 ₹12,589 Lowest | 415.9 ₹12,751.49 | 415.01 ₹12,724.21 | 450 ₹13,797 |
| 1.00 | OD424389/2025-2026:DRY RUBBLR MASONRY-Dry rubble without concrete levelling course masonry with good quality blasted rubble including 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 | 88.99 | cum | 3,869 ₹3,44,290.7 Lowest | 3,918.93 ₹3,48,733.82 | 3,910.6 ₹3,47,992.56 | 4,200 ₹3,73,745.4 |
| 1.00 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4 | 3.07 | cum | 10,609.56 ₹32,528.91 | 10,746.46 ₹32,948.65 | 10,723.6 ₹32,878.56 | 9,500 ₹29,127 Lowest |
| 1.00 | 13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | 0.2 | tonne | 96,860.65 ₹19,372.13 | 98,110.47 ₹19,622.09 | 97,902.1 ₹19,580.42 | 100 ₹20 Lowest |
| 1.00 | 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) | 0.91 | cum | 8,543.66 ₹7,800.36 Lowest | 8,653.9 ₹7,901.01 | 8,635.5 ₹7,884.21 | 11,000 ₹10,043 |
Tender Value
₹4.5 L
EMD Value
₹11,198
Closing Date
26 Jun 2026, 11:00 amClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LIDEW, MANJOOR GP
PRJ NO 315/26 NJAYAPALLY MALLIYOOR THOAD SIDE PROTECTION WALL IN Ward 1 MANJOOR GP
2026_LSGD_856088_1
01/26-27/AE/LIDEW/MNJRKTM
Open Tender
Civil Works - Others
Item Rate
180 days
Manjoor Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹990
Yes
₹11,198
Yes
23 Jul 2026
18 Jun 2026
27 Jun 2026
18 Jun 2026
26 Jun 2026
18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PRJ NO 315/26 NJAYAPALLY MALLIYOOR THOAD SIDE PROTECTION WALL IN Ward 1 MANJOOR GP | |||||
| 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 | - | cum | - | - |
| 1.002 | OD424389/2025-2026:DRY RUBBLR MASONRY-Dry rubble without concrete levelling course masonry with good quality blasted rubble including 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 | 0.8 | cum | - | - |
| 1.003 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4 | 1 | cum | - | - |
| 1.004 | 13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | 1 | tonne | - | - |
| 1.005 | 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) | - | cum | - | - |
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