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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC NULL | L1 | Accepted-AOC Lowest | |
| 2 | L2₹12.7 L+₹77,547.33 (6.50%)Rejected-AOC | L2 | Rejected-AOC L3 | |
| 3 | L3₹12.2 L+₹27,245.24 (2.29%)Rejected-AOC P B ANIL KUMAR P B ANIL KUMAR 138 CHAPPARAPADAVU KANNUR KERALA | KERALA | L3 | Rejected-AOC L2 |
Tender Value
₹12.7 L
EMD Value
₹31,759
Closing Date
7 Feb 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
LSGD (LID and EW) Division Kannur DP
LAC-ADS LAC ADS 2024-25 Sri K V Sumesh MLA Azhikode LAC-Kandambeth Road Concrete in Narath Gramapanchayath- General Civil Work (Re-Tender)
2025_LSGD_731313_11
DB/TN/3(7)-A/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
KANNUR
Please refer Tender Documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,759
Yes
14 May 2025
28 Jan 2025
10 Feb 2025
28 Jan 2025
7 Feb 2025
28 Jan 2025
Amount
ROAD CONCRETE AND IRISH DRAIN
2.2.2.A:Clearing and Grubbing Road Land<br> Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. <br> (II) By Mechanical Means <br> (A) In area of non-thorny jungle
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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. <br>(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)
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.
OD273665/2024-2025:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (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 <br>II. P.C.C grade M 15 <br> (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<br> 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
3.19.1.B:Surface Drains in Soil<br> Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.<br> (B) Mechanical Means
NAME BOARD
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.
OD218997/2024-2025:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. complete. (Modified 50.6.7.1 DAR data)
OD219021/2024-2025:Stone tile work for wall lining upto 10 m height with special adhesive over 12mmthick bed of cement mortar 1:3 (1 cement :3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8 mm thick (mirror polished and machine cut edge) Granite stone of any colour and shade (DAR 7.38.1.1 Modified)
OD219020/2024-2025:Engraving letters in hard stone (DAR 16.21 Modified)
OD219023/2024-2025:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) ( modified DAR 13.1.1)
OD219022/2024-2025:Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer&amp;#39;s specification. Two or more coats on new work
ANIL KUMAR P B (BID ID -2096258)
VIJESH ANTONY (BID ID -2096121)
Bidder Name
ANIL KUMAR P B
SUBAIR. K.S.
VIJESH ANTONY
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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