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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 | L1₹3.4 LAccepted-AOC | L1 | Accepted-AOC Accepted vide 3(1) dtd 11/03/25 of velom gp | |
| 2 | L2₹3.4 L+₹2,891.18 (0.86%)Rejected-AOC ARUNODAYAM H KAYANNA BAZAR PO 673525 | KOZHIKODE | KERALA | 673525 | L2 | Rejected-AOC Higher rate and hence not admitted |
Tender Value
₹3.4 L
EMD Value
₹8,434
Closing Date
28 Feb 2025, 10:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
The Assistant Engineer, LIDEW Section velom Grama Panchayat
Annual Plan-Renovation of OngarapoyilPalam-IN VELOM PT pr no244/2024-25-General Civil WorkGeneral CivilWork
2025_LSGD_739599_2
48/TENDER/2024/AE/LIDEW/VELOM
Open Tender
Civil Works - Others
Item Rate
180 days
VELOM GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹745
Yes
₹8,434
Yes
5 Apr 2025
18 Feb 2025
1 Mar 2025
18 Feb 2025
28 Feb 2025
18 Feb 2025
Amount
DR SIDE PROTECTION AND CC- DRAIN
2.5.2.B:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (II) By Mechanical Means (B) Reinforced Cement Concrete
2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete
OD412628/2024-2025:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD406013/2024-2025:providing quarry muck layer to the embankment of the road as a measure to increase bearing capacity of sub soil including all cost labour charges compaction etc .complete.
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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
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)
12.5.1.1: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 I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
4.1.A.1: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
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)
CHANDRAN.C.H (BID ID -2130438)
Bidder Name
CHANDRAN.C.H
ANOOP K V
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1188335.pdf
boq_comp_chart.xlsx
xlsx
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