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Tender ID
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 | 1₹7.4 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | P.SACHIDANANTHAN L3 | E.K.Abdulsalam L2 | sasikumar L1 |
|---|---|---|---|---|---|---|
| 1.00Road concrete work | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 61.16 | cum | 310 ₹18,960.53 Lowest | 380 ₹23,241.94 | 312.6 ₹19,119.55 |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 160.72 | cum | 56 ₹9,000.6 | 58 ₹9,322.05 | 55.1 ₹8,855.95 Lowest |
| 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 | 94.35 | cum | 3,000 ₹2,83,050 | 2,900 ₹2,73,615 | 2,590 ₹2,44,366.5 Lowest |
| 1.00 | 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) | 61.16 | cum | 8,000 ₹4,89,304 | 8,050 ₹4,92,362.15 | 7,242 ₹4,42,942.45 Lowest |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 39.9 | cum | 500 ₹19,950 | 500 ₹19,950 | 402 ₹16,039.8 Lowest |
| 1.01 | OD76219/2024-2025:PROVIDING AND FIXING GRANITE BOARD AND LETTERING ETC. SIZE 90 CM* 75 CM WITH STAND AND CONCRETING WORK | 1 | 1 nos | 10,000 ₹10,000 | 5,000 ₹5,000 Lowest | 8,493 ₹8,493 |
Tender Value
₹8.4 L
EMD Value
₹21,084
Closing Date
2 Aug 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER DIST PANCHAYAT PALAKKAD
ADS-LAC ADS 2019-20 Chittur LAC - Parakulam Variyathkulam road in Perumatty GP
2025_LSGD_778217_1
04/ET/EE/2025-26 DT 18.07.2025
Open Tender
Civil Works - Roads
Item Rate
180 days
PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,860
Yes
₹21,084
Yes
22 Sept 2025
21 Jul 2025
2 Aug 2025
21 Jul 2025
2 Aug 2025
21 Jul 2025
Amount
Road concrete work
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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
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)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
OD76219/2024-2025:PROVIDING AND FIXING GRANITE BOARD AND LETTERING ETC. SIZE 90 CM* 75 CM WITH STAND AND CONCRETING WORK
E.K.Abdulsalam (BID ID -2270663)
P.SACHIDANANTHAN (BID ID -2270639)
Bidder Name
E.K.Abdulsalam
sasikumar
P.SACHIDANANTHAN
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fin_eval.pdf
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finance_1273765.pdf
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