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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.7 LAccepted-AOC | ₹3.7 L | 1 | Accepted-AOC ACPT |
| 2 | 2₹3.9 LRejected-AOC ENNAZHIYIL H KANHIRAMUKKU POST MALAPPURAM PIN 679584 | MALAPPURAM | KERALA | 679584 | ₹3.9 L | 2 | Rejected-AOC RJCT |
| Sl No | Description | Qty | Unit | SIVADASAN E L2 | KHALID CO L1 |
|---|---|---|---|---|---|
| 1.00drain | |||||
| 1.00 | OD169021/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains ( not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms , lift upto 1.5 m , including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m. All kind of soil | 52.08 | cum | 395.85 ₹20,615.87 | 378.64 ₹19,719.57 |
| 1.00 | OD169025/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 7.44 | cum | 3,490.14 ₹25,966.64 | 3,338.39 ₹24,837.62 |
| 1.00 | OD169026/2025-2026:[OD from MORD 11.4.1.1] - Providing concrete for plain/reinforced concrete in open
foundations complete as per drawings and technical specifications Clause 802, 803, 1202
&amp; 1203 &lt;br&gt; I. P.C.C grade M 10 &lt;br&gt; (i) Nominal mix 1:3:6 (excluding form
work) | 7.44 | cum | 9,142.5 ₹68,020.2 | 8,745 ₹65,062.8 |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 18.6 | cum | 9,292 ₹1,72,831.2 | 8,888 ₹1,65,316.8 |
| 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) | 1.86 | cum | 9,703.7 ₹18,048.88 | 9,281.8 ₹17,264.15 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.13 | tonne | 1,06,091.56 ₹13,791.9 | 1,01,478.88 ₹13,192.25 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 1.08 | cum | 11,045.75 ₹11,929.41 | 10,565.5 ₹11,410.74 |
| 1.01 | 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. | 30 | sqm | 18.4 ₹552 | 17.6 ₹528 |
| 1.01 | 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 | 3 | cum | 3,489.1 ₹10,467.3 | 3,337.4 ₹10,012.2 |
Tender Value
₹3.4 L
EMD Value
₹8,392
Closing Date
12 Feb 2026, 4:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER,MARANCHERY GP
Annual Plan-Maranchery gp 2025-2026-Raaru Nair road drainage construction ward 11
2026_LSGD_833670_1
5/AE/LSGD/MRY/2025-26
Open Tender
Civil Works - Roads
180 days
MARANCHERY
Please refer Tender documents.
12 documents required · 12 mandatory
₹745
Yes
₹8,392
Yes
9 May 2026
5 Feb 2026
13 Feb 2026
5 Feb 2026
12 Feb 2026
5 Feb 2026
drain
OD169021/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains ( not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms , lift upto 1.5 m , including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m. All kind of soil
OD169025/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
OD169026/2025-2026:[OD from MORD 11.4.1.1] - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 &lt;br&gt; I. P.C.C grade M 10 &lt;br&gt; (i) Nominal mix 1:3:6 (excluding form work)
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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
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
OD169044/2025-2026:[OD from MORD 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 as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) (excluding form work)
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