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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-AOC NOT SPECIFIED | FARIDABAD | HARYANA | 121004 | L1 | Accepted-AOC LOWEST AMOUNT | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Abraham L1 | ARUNKUMAR.A L2 |
|---|---|---|---|---|---|
| 1.00RENOVATION | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 793 | sqm | 15.93 ₹12,632.49 Lowest | 16.01 ₹12,695.93 |
| 1.00 | 4.1.A.3: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> (iii) For Grading III Material | 91.7 | cum | 3,374.05 ₹3,09,400.39 Lowest | 3,391.01 ₹3,10,955.62 |
| 1.00 | OD341277/2025-2026:Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80 mm over 50mm thick
crushed stone of 6.70mm size, as per drawing and Technical Specification Clause 1504 (BASED ON 6.7.1) | 786 | sqm | 1,120.75 ₹8,80,909.5 Lowest | 1,126.38 ₹8,85,334.68 |
| 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) | 14.22 | cum | 9,140.8 ₹1,30,027.88 Lowest | 9,186.73 ₹1,30,681.23 |
| 1.00 | OD341276/2025-2026:Providing and fixing of direction and place identification retro-refleciorised sign wiih 7 years
warraniy manuÎactured as per IRC :67 made of Type IV micro prismaiic grade sheeting fixed
over aluminium sheeting, 2 mm ihicY aluminium composite material sheeting 4 mm thick with
area not exceeding 0.9 sqm, with suitable back supporring frame of MS angle 40x4()x6 and
supponed on GI pipe pole 50mm NB-2 nos confiiming to IS 1239 firmly Îixed to the ground by
means of properly designed Foundation with M 15 grade cement concrète min size 40 cm x 40
cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of
epoxy painting over epoxy primer and as per approved Oawing and clause 801 including
letterin s mbols eic. Deri ed from MoRD s ec 10.3.A.2 | 0.9 | sqm | 13,543.05 ₹12,188.75 Lowest | 13,611.11 ₹12,250 |
Tender Value
₹13.5 L
EMD Value
₹33,798
Closing Date
27 Oct 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER
LRRP 2024-25-AROOR LAC , SL.NO-2384 AROOR GP WARD 12 VELUTHULLY SOUTH KADAVU ROAD , AROOR GP , PATTANAKAD BP - ALAPPUZHA DISTRICT
2025_LSGD_811266_1
CELSGD/TR/16367/2025_5_1_1/RC 1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
AROOR GRAMAPANCHAYATH
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹33,798
11 Dec 2025
17 Oct 2025
29 Oct 2025
17 Oct 2025
27 Oct 2025
17 Oct 2025
Amount
RENOVATION
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.3: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> (iii) For Grading III Material
OD341277/2025-2026:Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80 mm over 50mm thick crushed stone of 6.70mm size, as per drawing and Technical Specification Clause 1504 (BASED ON 6.7.1)
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)
OD341276/2025-2026:Providing and fixing of direction and place identification retro-refleciorised sign wiih 7 years warraniy manuÎactured as per IRC :67 made of Type IV micro prismaiic grade sheeting fixed over aluminium sheeting, 2 mm ihicY aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporring frame of MS angle 40x4()x6 and supponed on GI pipe pole 50mm NB-2 nos confiiming to IS 1239 firmly Îixed to the ground by means of properly designed Foundation with M 15 grade cement concrète min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved Oawing and clause 801 including letterin s mbols eic. Deri ed from MoRD s ec 10.3.A.2
ARUNKUMAR.A (BID ID -2417550)
Bidder Name
Abraham
ARUNKUMAR.A
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