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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | L1 | Accepted-AOC L1 ACCEPTED and approved by committee.Agreement executed. | |
| 2 | L2₹4.7 L+₹11,631.64 (2.52%)Rejected-Finance | L2 | Rejected-Finance L1 ACCEPTED and approved by committee. | |
| 3 | L3₹5.4 L+₹74,976.38 (16.2%)Rejected-Finance | L3 | Rejected-Finance L1 ACCEPTED and approved by committee. | |
| 4 | L4₹5.5 L+₹86,868.30 (18.8%)Rejected-Finance | L4 | Rejected-Finance L1 ACCEPTED and approved by committee. | |
| 5 | L5₹5.5 L+₹87,502.56 (18.9%)Rejected-Finance | L5 | Rejected-Finance L1 ACCEPTED and approved by committee. |
Tender Value
₹5.1 L
EMD Value
₹12,707
Closing Date
16 Dec 2024, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER, LIDEW SECTION, KODAKARA- 680684
(E-Tender) Annual Plan-Pro. no. 324-2024-2025 Kargil pazhambilly road Culvert Construction ward9 Kodakara GP
2024_LSGD_713287_12
3/E/AE/LIDEW/KDA/2024-25
Open Tender
Civil Works - Others
Item Rate
180 days
KODAKARA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
₹12,707
Yes
9 Mar 2025
7 Dec 2024
18 Dec 2024
7 Dec 2024
16 Dec 2024
7 Dec 2024
Amount
Road renovation,bridge extension
2.5.2.B:Dismantling of Structures<br> 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.<br> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete
2.7.B:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(B) Rubble Stone Masonry in Cement Mortar
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.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
3.8.1:Excavation in ordinary Rock by manual means <br> Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.
OD71402/2024-2025:DRY RUBBLE MASONRY _DEPARTMENTAL STONE Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels with departmental stones including labour charges etc. complete as per direction of Departmental officers at site.
OD71533/2024-2025: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing 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
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)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
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)
ALBERT JOHNSON (BID ID -2020135)
V.T.MATHACHAN (BID ID -2020210)
GINSON GT (BID ID -2019619)
Baiju v.p (BID ID -2020743)
kollannur (BID ID -2019703)
Bidder Name
Baiju v.p
kollannur
V.T.MATHACHAN
GINSON GT
PRAVEEN K B
ALBERT JOHNSON
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1123954.pdf
boq_comp_chart.xlsx
xlsx
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