Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.6 LAccepted-AOC DOOR NO 2 859J KBNSS LTD BUILDING II FLLOOR ERANHIPALAM P O KOXHIKODE 673006 | KOZHIKODE | KERALA | 673006 | L1 | Accepted-AOC AGMNT EXECUTED | |
| 2 | L2₹16.9 L+₹36,240 (2.19%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | TECTONICS ENGINEERING PROJECTS L1 | ARSHAD V L2 |
|---|---|---|---|---|---|
| 1.00road | |||||
| 1.00 | 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. | 63.55 | cum | 63 ₹4,003.34 Lowest | 64 ₹4,066.88 |
| 1.00 | OD186541/2025-2026:Filling with quarry much
Filling up low laying and water logged areas with local material /quarry muchg,spreading in
layers ,levelling the top at site and consolidation by ramming ,etc,complete for improving the
CBR value of subgrade | 10.46 | cum | 940 ₹9,832.4 Lowest | 944 ₹9,874.24 |
| 1.00 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 10.46 | cum | 8,000 ₹83,680 Lowest | 8,200 ₹85,772 |
| 1.00 | 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) | 16.25 | cum | 7,900 ₹1,28,375 Lowest | 8,100 ₹1,31,625 |
| 1.00 | 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) | 1.25 | cum | 8,400 ₹10,500 Lowest | 8,500 ₹10,625 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 3.87 | tonne | 89,000 ₹3,44,252 Lowest | 92,000 ₹3,55,856 |
| 1.01 | 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 | 49.23 | cum | 9,000 ₹4,43,070 Lowest | 9,200 ₹4,52,916 |
| 1.01 | OD186719/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift
up to 1.5 m as per direction of site Engineer-in-charge. | 7.5 | cum | 575 ₹4,312.5 Lowest | 600 ₹4,500 |
| 1.01 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 40.55 | cum | 63 ₹2,554.34 Lowest | 65 ₹2,635.43 |
Tender Value
₹16.9 L
EMD Value
₹42,358
Closing Date
30 Aug 2025, 6:55 pmClosed
SUPERINTENDING ENGINEER
O/o SE, Kozhikode Corporation, [email protected]
Please refer Tender document
2025_LSGD_788491_1
PP/EG7/2025-26/SE/286
Open Tender
Civil Works - Roads
Item Rate
300 days
Kozhikode Corporation
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹42,358
Yes
24 Oct 2025
20 Aug 2025
1 Sept 2025
20 Aug 2025
30 Aug 2025
20 Aug 2025
Amount
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.
OD186541/2025-2026:Filling with quarry much Filling up low laying and water logged areas with local material /quarry muchg,spreading in layers ,levelling the top at site and consolidation by ramming ,etc,complete for improving the CBR value of subgrade
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 <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)
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
OD186719/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
OD186565/2025-2026:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works(BASED ON DAR10.25.2)
OD186666/2025-2026: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 by manual means on prepared surface, spreading in layers levelling the top at site and consolidation by ramming etc complete for improving the subgrade. (i) 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)
ARSHAD V (BID ID -2317196)
Bidder Name
ARSHAD V
TECTONICS ENGINEERING PROJECTS
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1297894.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .