Loading
Loading…
Loading…
| Sl No | Description | Qty | Unit | BAIJU A A L2 | ARUN B L1 | AJAS K A L3 |
|---|---|---|---|---|---|---|
| 1.00Ellathuparambu road | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 652 | sqm | 13.45 ₹8,769.4 | 13.38 ₹8,723.76 | 12 ₹7,824 Lowest |
| 1.00 | OD63431/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local
material/ quarry muck, spreading in layers, leveling the top at site and consolidation by
ramming, etc complete for improving the CBR value of subgrade | 35.2 | cum | 1,530.89 ₹53,887.33 | 1,523.78 ₹53,637.06 Lowest | 2,300 ₹80,960 |
| 1.00 | OD62215/2026-2027: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 manually to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 35.2 | cum | 2,759.5 ₹97,134.4 | 2,746.69 ₹96,683.49 | 2,500 ₹88,000 Lowest |
| 1.00 | OD62102/2026-2027:Providing and Laying of 80 mm thick factory made Cement Concrete interlocking paver Block of M40 grade made by block making machine of approved size design and shape laid in required colour and pattern over 50mm thick compacted bed of approved cushion material compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator and cutting of paver block as per required size and pattern finishing and sweeping extra sand and as per technical specifications Clause 1504. ( For Vypin additional conveyance) | 1,004 | sqm | 974.56 ₹9,78,458.24 | 970.04 ₹9,73,920.16 | 970 ₹9,73,880 Lowest |
| 1.00 | 2.5.2.A: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> (A) Cement Concrete | 14.72 | cum | 660.36 ₹9,723.8 | 657.3 ₹9,678.74 Lowest | 700 ₹10,307.5 |
| 1.01 | 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 | 61.6 | cum | 370.82 ₹22,842.51 | 369.09 ₹22,735.94 Lowest | 400 ₹24,640 |
| 1.01 | 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 | 16.4 | cum | 7,560.33 ₹1,23,989.41 | 7,525.22 ₹1,23,413.61 | 7,300 ₹1,19,720 Lowest |
| 1.01 | 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) | 48 | cum | 7,388.48 ₹3,54,647.04 | 7,354.17 ₹3,53,000.16 Lowest | 7,500 ₹3,60,000 |
| 1.01 | 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) | 10.1 | cum | 7,715.93 ₹77,930.89 | 7,680.11 ₹77,569.11 Lowest | 7,900 ₹79,790 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
4 Aug 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S.234/27Rennovation of footpath of Amrutha hospital road.Tile laying in Kalapurackal road,Pallath parambu road,Ellathu parambu road,Parayampally road bylane in division 28
2026_LSGD_862430_38
Kochi municipal Corporation CCPC3/27603/22(2)
Open Tender
Civil Works - Roads
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹50,000
3 Sept 2026
28 Jul 2026
6 Aug 2026
28 Jul 2026
4 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Ellathuparambu road | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | - | sqm | - | - |
| 1.002 | OD63431/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local
material/ quarry muck, spreading in layers, leveling the top at site and consolidation by
ramming, etc complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.003 | OD62215/2026-2027: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 manually to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.004 | OD62102/2026-2027:Providing and Laying of 80 mm thick factory made Cement Concrete interlocking paver Block of M40 grade made by block making machine of approved size design and shape laid in required colour and pattern over 50mm thick compacted bed of approved cushion material compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator and cutting of paver block as per required size and pattern finishing and sweeping extra sand and as per technical specifications Clause 1504. ( For Vypin additional conveyance) | - | sqm | - | - |
| 1.005 | 2.5.2.A: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> (A) Cement Concrete | 1 | cum | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | 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 | 1 | cum | - | - |
| 1.008 | 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) | - | cum | - | - |
| 1.009 | 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 | cum | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.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 • 0.76 MB
Tendernotice_2.pdf
PDF • 0.07 MB
Tendernotice_3.pdf
PDF • 0.07 MB
PRI.pdf
Tender Documents • 0.25 MB
SBD.pdf
Tender Documents • 1.99 MB
BOQ_1459439.xls
BOQ • 0.31 MB
AFFDVT.pdf
Tender Documents • 0.23 MB
FOT.pdf
Tender Documents • 0.25 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 .