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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC | ₹8.2 L | L1 | Accepted-AOC Accepted Vide Resolution No 13(1) dtd 17/1/2026 |
| 2 | L2₹8.4 L+₹17,971.70 (2.18%)Rejected-AOC | ₹8.4 L+₹17,971.70 (2.18%) | L2 | Rejected-AOC Higher rate hence rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | N A ABDULJALEEL L2 | JOLLY PJ L3 | M C KURIAKOSE L1 | T K Varghese L4 |
|---|---|---|---|---|---|---|---|
| 1.00maintenance work | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 500.2 | sqm | 10 ₹5,002 Lowest | 16 ₹8,003.2 | 17 ₹8,503.4 | 20 ₹10,004 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 50.02 | cum | 3,300 ₹1,65,066 | 3,337 ₹1,66,916.74 | 3,230 ₹1,61,564.6 Lowest | 3,600 ₹1,80,072 |
| 1.00 | OD319397/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge. | 451.8 | 1 sqm | 1,160.33 ₹5,24,237.09 | 1,155 ₹5,21,829 | 1,140 ₹5,15,052 Lowest | 1,200 ₹5,42,160 |
| 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) | 6.95 | cum | 9,186 ₹63,861.07 | 9,186 ₹63,861.07 | 9,000 ₹62,568 Lowest | 9,500 ₹66,044 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 7.62 | cum | 8,796 ₹67,025.52 | 8,796 ₹67,025.52 | 8,000 ₹60,960 Lowest | 9,000 ₹68,580 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 0.42 | cum | 9,887 ₹4,152.54 | 9,887 ₹4,152.54 | 9,500 ₹3,990 Lowest | 10,000 ₹4,200 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.04 | tonne | 1,00,437 ₹4,017.48 | 1,00,437 ₹4,017.48 | 90,000 ₹3,600 Lowest | 1,01,000 ₹4,040 |
| 1.01 | OD371821/2025-2026:Engaging Man Mazdoor for specified work | 8 | each | 1,106 ₹8,848 | 1,127 ₹9,016 | 1,000 ₹8,000 Lowest | 1,200 ₹9,600 |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
11 Nov 2025, 4:00 pmClosed
O/O AE LSGD KUMBALAM GP
O/O AE LSGD KUMBALAM GP
VALIYAPARAMBU ROAD IN WARD 09
2025_LSGD_818829_4
8/NIT/AE/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
KUMBALAM GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
₹21,182
7 Feb 2026
4 Nov 2025
13 Nov 2025
4 Nov 2025
11 Nov 2025
4 Nov 2025
Amount
maintenance work
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD319397/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge.
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)
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD371821/2025-2026:Engaging Man Mazdoor for specified work
N A ABDULJALEEL (BID ID -2435605)
JOLLY PJ (BID ID -2436436)
T K Varghese (BID ID -2437062)
Bidder Name
N A ABDULJALEEL
JOLLY PJ
T K Varghese
M C KURIAKOSE
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