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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC | L1 | Accepted-AOC AOC |
Tender Value
₹8.5 L
EMD Value
₹21,181
Closing Date
28 Feb 2024, 5:30 pmClosed
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam.
REFER TENDER DOCUMENTS
2024_LSGD_651504_2
ET203/DP EKM/EE/LSGD/23-24
Open Tender
Civil Works - Roads
Item Rate
240 days
Kakkanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,181
Yes
23 Mar 2024
21 Feb 2024
29 Feb 2024
21 Feb 2024
28 Feb 2024
21 Feb 2024
Amount
Road work
2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD319142/2023-2024:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at siteModified 60.7.1
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD318910/2023-2024:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge
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
OD245758/2023-2024:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerincharge.
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)
Name Board
OD363527/2023-2024:Providing name board of average size 90 cm x 60 cm fixing with 50 mm GI pipe post including bottom concreting, painting, lettering etc.. complete as detailed below. Earth work excavation in all class of soil, PCC 1:4:8 10 cm thick, bottom pedestal of size 30x30x45 cm with CC 1:2:4, 50 mm GI pipe as main post of average length 145 cm, support strut with 25 mm GI pipe 2 nos 50 cm, 1 mm thick MS sheet board of frame with 40x40x6 mm angle iron and 3 mm thick MS gusset plates at junctions, over all painting with synthetic enamel paint and lettering with synthetic enamel paint.
Bidder Name
SIJU K R
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1026228.pdf
boq_comp_chart.xlsx
xlsx
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