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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.4 L+₹20,867.52 (5.00%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹4.2 L
EMD Value
₹10,434
Closing Date
7 Nov 2023, 1:00 pmClosed
Assistanr Engineer
O/o The Asst.Engineer LSGD LID AND EW Vadakkencherry Gramapanchayath.
2023-24--project no So 62/24 Valliyode Srenarayana Link road concreting P Balakrishnan nair road-LID AND EW vadakkenchery GP
2023_LSGD_615784_29
03/AE/VDY/PKD/2023-2024
Open Tender
Civil Works - Roads
Item Rate
270 days
Vadakkencherry Gramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹925
Yes
₹10,434
Yes
29 Jan 2024
28 Oct 2023
9 Nov 2023
28 Oct 2023
7 Nov 2023
28 Oct 2023
Amount
road concreting
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) <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)
2.8.1: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
19.6.5:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:450 mm dia R.C.C. pipe
NAISAM.V.M
Bidder Name
NAISAM.V.M
sudhakaran.k.r
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_923500.pdf
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