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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.8 L+₹6,227.98 (1.69%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹3.8 L+₹9,341.89 (2.53%)Rejected-AOC CHOLAKKAPARAMBAN | KOTTAYAM | KERALA | 686102 | L3 | Rejected-AOC L3 | |
| 4 | L4₹3.8 L+₹12,928.12 (3.51%)Rejected-AOC | L4 | Rejected-AOC L4 |
Tender Value
₹4.4 L
EMD Value
₹11,122
Closing Date
9 Sept 2024, 4:00 pmClosed
ASSISTANT ENGINEER
O/o The Assistant Engineer, LID and EW Section, Ottapalam Municipality.
CIVIL WORKS
2024_LSGD_687667_1
LSGD/CELSGD/TR/122265/2023
Open Tender
Civil Works - Roads
Item Rate
180 days
OTTAPALAM
Please refer Tender Documents
10 documents required · 10 mandatory
₹985
Yes
₹11,122
Yes
17 Oct 2024
30 Aug 2024
11 Sept 2024
30 Aug 2024
9 Sept 2024
30 Aug 2024
Amount
NEW ROADCONCRETE
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
OD36704/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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)
OD71038/2024-2025:51.2.3 Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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)
ROAD RE-CONCRETE
3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
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)
IRISH DRAIN
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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)
OD74954/2024-2025:SUPPLYING, FIXING NAME BOARD BUILT IN SQUARE PIPE WITH MS SHEET AND A SIZE OF 90cm x 60cm INCLUDING ALL OTHER MATERIALS,LABOUR CHARGES ETC, COMPLETED AS PER THE DIRECTION OF DEPARTMENTAL OFFICERS.
DINAKARAN.K
UNNIKRISHNAN K
Girishkumar
Bidder Name
UNNIKRISHNAN K
M Balakrishnan
Girishkumar
DINAKARAN.K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1070070.pdf
boq_comp_chart.xlsx
xlsx
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