Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC KERALA KL | ₹4.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.7 LRejected-AOC | ₹4.7 L | L2 | Rejected-AOC CANCELL |
| Sl No | Description | Qty | Unit | GOPALAKRISHNAN KM L1 | ARUN GOPAL L2 |
|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.14 | tonne | 92,702 ₹12,514.77 | 92,702 ₹12,514.77 |
| 1.00 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4) | 2.08 | cum | 9,703 ₹20,153.13 | 9,703 ₹20,153.13 |
| 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. | 12.5 | cum | 65 ₹812.50 | 65 ₹812.50 |
| 1.00 | OD495228/2025-2026: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 (OD from DAR 60.7.1) | 47.62 | cum | 3,821 ₹1.8 L | 3,900 ₹1.9 L |
| 1.00 | 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) | 2.19 | cum | 8,775 ₹19,217.25 | 8,775 ₹19,217.25 |
| 1.01 | 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. | 63.9 | cum | 600 ₹38,340 | 600 ₹38,340 |
| 1.01 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 16.86 | cum | 8,107 ₹1.4 L | 8,107 ₹1.4 L |
| 1.01 | 10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 138.46 | sqm | 245 ₹33,922.70 | 245 ₹33,922.70 |
| 1.01 | 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 | 1.98 | cum | 3,077 ₹6,092.46 | 3,077 ₹6,092.46 |
Tender Value
₹4.7 L
EMD Value
₹11,781
Closing Date
10 Mar 2026, 2:00 pmClosed
LID AND EW SECTION KODANCHERY
ASSISTANT ENGINEER OFFICE LID AND EW SECTION KODANCHERY
614/26)-NOORAMTHODU SCHOOL PALAKKAL ROAD SIDE PROTECTION
2026_LSGD_842721_1
AE/LIDEW/ETENDER/KRY/107/25-26
Open Tender
Civil Works - Roads
240 days
NOORAMTHODE
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,040
Yes
₹11,781
Yes
30 Apr 2026
3 Mar 2026
11 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
ROAD WORK
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(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.
OD495228/2025-2026: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 (OD from DAR 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)
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.
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
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)
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1421938.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
Tendernotice_1.pdf
PDF • 0.06 MB
AFFIDAVIT.pdf
Tender Documents • 0.24 MB
EPAY.pdf
Other Document • 0.23 MB
BOQ_1421938.xls
BOQ • 0.30 MB
PA.pdf
Additional Documents • 0.26 MB
SBD.pdf
Additional Documents • 1.87 MB
TENDERFORM.pdf
Tender Documents • 0.25 MB
INTEGRITY.pdf
Additional Documents • 0.23 MB
Download all tender documents and submit your bid