Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.3 LAccepted-AOC | 1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | Rejected-Technical KERALA KL | KOTTAYAM | KERALA | 686001 | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | P H Zakeer L2 | SHAJI K N L1 |
|---|---|---|---|---|---|
| 1.00side protection | |||||
| 1.00 | 2.7.C: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> (C) Rubble Stone Masonry in Mud Mortar | 9.5 | cum | 442.19 ₹4,200.81 | 441 ₹4,189.5 Lowest |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 42.52 | cum | 5,914.06 ₹2,51,483.57 | 5,913 ₹2,51,438.5 Lowest |
| 1.00 | 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 | 8.1 | cum | 358.5 ₹2,903.85 | 357 ₹2,891.7 Lowest |
| 1.00 | 12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 15 | no | 162.21 ₹2,433.15 | 161 ₹2,415 Lowest |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 28.8 | cum | 471.32 ₹13,574.02 | 470 ₹13,536 Lowest |
| 1.01 | 4.1.A.2: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. (ii) For Grading II Material | 14.4 | cum | 3,002.51 ₹43,236.14 | 3,001 ₹43,214.4 Lowest |
| 1.01 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 14.4 | cum | 3,316.46 ₹47,757.02 | 3,315 ₹47,736 Lowest |
| 1.01 | 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) | 6.59 | cum | 8,296.75 ₹54,658.99 | 8,295 ₹54,647.46 Lowest |
| 1.01 | OD395156/2022-2023:Ring Bund Type -2. Putting up ring bund with earth fillie gunny bags of top width 1m, bottom width-2m ,height-2m side and filling in between with earth to form ring bund . | 9 | metre | 1,682.78 ₹15,145.02 | 1,681 ₹15,129 Lowest |
Tender Value
₹11.3 L
EMD Value
₹28,196
Closing Date
1 Jun 2023, 3:00 pmClosed
SUPERINTENDING ENGINEER
Kochi Municipal Corporation Park Avenue Ernakulam , Kochi 682011
SYE2/003132/22 Maintenence and raising of side protection wall and road concreting near kannangattu Sluice in div-15
2023_LSGD_577665_3
Kochi muncipal corparationSYE2/1505/2021
Open Tender
Civil Works - Canal
Item Rate
120 days
Ernakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,662
₹28,196
30 Apr 2026
24 May 2023
3 Jun 2023
24 May 2023
1 Jun 2023
24 May 2023
Amount
side protection
2.7.C: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> (C) Rubble Stone Masonry in Mud Mortar
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
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
12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
4.1.A.2: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. (ii) For Grading II Material
4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
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)
OD395156/2022-2023:Ring Bund Type -2. Putting up ring bund with earth fillie gunny bags of top width 1m, bottom width-2m ,height-2m side and filling in between with earth to form ring bund .
OD395157/2022-2023:Bailing out water using 5HP pump-bailing out water with 5HP engine and pump set including conveyance to site and errection etc complete.
11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.<br>III. Random Rubble Masonry <br>(ii) In cement mortar 1:4
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)
OD419372/2022-2023:Supplying and fixing 18mm thick get black granite for name board (shilaphalakam) of size 75cm x 50cm including engraving letter or figures fixing charges etc complete
OD419405/2022-2023:Using departmental stone dry rubble masonry without bond stone
P H Zakeer
Bidder Name
SHAJI K N
P H Zakeer
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
aoc.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 • 0.51 MB
Tendernotice_2.pdf
PDF • 0.06 MB
Tendernotice_3.pdf
PDF • 0.06 MB
BOQ_853355.xls
BOQ • 0.28 MB
PRI.pdf
Tender Documents • 0.07 MB
AFFDVT.pdf
Tender Documents • 0.06 MB
FOT.pdf
Tender Documents • 0.01 MB
sbd.pdf
Tender Documents • 2.01 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 .