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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | L1 | Accepted-AOC FIRST LOWEST | |
| 2 | L2₹4.7 L+₹8,682 (1.87%)Accepted-AOC | L2 | Accepted-AOC SECOND LOWEST |
Tender Value
₹4.3 L
EMD Value
₹6,381
Closing Date
17 Nov 2021, 5:00 pmClosed
AE,LSGD Section , Vazhakulam
AE,LSGD Section , Vazhakulam
Renovation of Kunnathu Road Ward 12
2021_LSGD_451617_1
E T 03/2021-22/VZKM
Open Tender
Civil Works - Roads
Item Wise
180 days
ward 12
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,008
₹6,381
17 Jan 2022
9 Nov 2021
20 Nov 2021
9 Nov 2021
17 Nov 2021
9 Nov 2021
Amount
Tile Paving
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.
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
od1484149/2021_2022 : :Providing P.C.C grade M 10 (i)Nominal mix 1:4:8 concrete for plain/reinforced<br>concrete using 40mm graded aggregates.
11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15 (i)Nominal mix (1:2.5:5)
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
od1347186/2021_2022 : Providing and Laying of Interlocking Concrete Block Pavements using 80mm M40 hydraulic block of approved size,design & shape,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50mm average thickness,etc.all complete as per direction of Engineer in-charge
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, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
MUHAMMED ASHARAF K.M
Bidder Name
MUHAMMED ASHARAF K.M
PIONEER TRADERS AND CONTRACTORS
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_645250.pdf
boq_comp_chart.xlsx
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details.html
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