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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC | L1 | Accepted-AOC Lowest Rate Accepted | |
| 2 | Rejected-Technical | - | Rejected-Technical second lowest rate quoted |
Tender Value
₹6.1 L
EMD Value
₹15,328
Closing Date
18 Mar 2025, 3:00 pmClosed
AE VADAKKENCHERRY GP
AE VADAKKENCHERRY GP
Construction of Chekkulam(Pond) fencing Project No. 368/2024-25
2025_LSGD_748140_1
ET/05/2024-25/AE/LIDEW/VDY
Open Tender
Civil Works - Roads
Item Rate
180 days
VADAKKENCHERRY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,355
Yes
₹15,328
Yes
12 May 2025
11 Mar 2025
19 Mar 2025
11 Mar 2025
18 Mar 2025
11 Mar 2025
11 Mar 2025 - 18 Mar 2025
Amount
ROAD RETARRING AND RECONCRETING
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
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
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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)
P.GANGADHARAN (BID ID -2161128)
Bidder Name
P.GANGADHARAN
sudhakaran.k.r
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1209259.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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