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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₹2.6 LAccepted-AOC | L1 | Accepted-AOC LOWEST AMOUNT | |
| 2 | Rejected-Technical NOT SPECIFIED | FARIDABAD | HARYANA | 121004 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Abraham L2 | ARUNKUMAR.A L1 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | OD126988/2025-2026:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and
compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)Gravel | 94.95 | cum | 1,250 ₹1,18,687.5 | 1,232.95 ₹1,17,068.6 Lowest |
| 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. | 31.65 | cum | 2,400 ₹75,960 | 2,335.03 ₹73,903.7 Lowest |
| 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. | 105 | sqm | 18 ₹1,890 | 15.05 ₹1,580.25 Lowest |
| 1.00 | 4.1.A.3: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. (iii) For Grading III Material | 10.5 | cum | 3,200 ₹33,600 | 3,187.55 ₹33,469.28 Lowest |
| 1.00 | OD126987/2025-2026: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) | 84 | sqm | 1,300 ₹1,09,200 | 1,058.8 ₹88,939.2 Lowest |
| 1.01 | 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) | 2.55 | cum | 9,500 ₹24,225 | 8,989.93 ₹22,924.32 Lowest |
Tender Value
₹3.6 L
EMD Value
₹8,986
Closing Date
29 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
Aroor Gramapanchayth Project no-S0054/2025-26-Tile Paving of Vattakkery muttath kadavu sree murukalayam Road in Ward 08
2025_LSGD_812606_1
CELSGD/TR/86084/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
AROOR GRAMAPANCHAYATH
Please refer Tender documents.
9 documents required · 9 mandatory
₹795
₹8,986
23 Dec 2025
21 Oct 2025
31 Oct 2025
21 Oct 2025
29 Oct 2025
21 Oct 2025
Amount
OD126988/2025-2026:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)Gravel
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.
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.3: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. (iii) For Grading III Material
OD126987/2025-2026: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: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)
Abraham (BID ID -2414012)
Bidder Name
Abraham
ARUNKUMAR.A
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