Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹21.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹21.3 L+₹2,096.48 (0.10%)Admitted-Fee/PreQual/Technical/Finance | ₹21.3 L+₹2,096.48 (0.10%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹21.4 L+₹9,723.83 (0.46%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | KOTTAYAM | KERALA | 686001 | ₹21.4 L+₹9,723.83 (0.46%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹22.9 L+₹1.6 L (7.59%)Admitted-Fee/PreQual/Technical/Finance | ₹22.9 L+₹1.6 L (7.59%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹23.6 L+₹2.4 L (11.2%)Admitted-Fee/PreQual/Technical/Finance | ₹23.6 L+₹2.4 L (11.2%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | P H Zakeer L3 | Bibin L5 | RAMESH GIRIJAN L4 | BINU THARAKAN L1 | JINAS K A L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Renovation Of John Alunkal road bye roads | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 1,435 | sqm | 13.45 ₹19,300.75 | 14.88 ₹21,352.8 | 14 ₹20,090 | 13 ₹18,655 Lowest | 13.4 ₹19,229 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 123 | cum | 2,803.82 ₹3,44,869.86 | 3,104 ₹3,81,792 | 3,004 ₹3,69,492 | 2,793 ₹3,43,539 Lowest | 2,793.81 ₹3,43,638.63 |
| 1.00 | OD62516/2026-2027:Providing and laying of interlocking concrete block pavements using80 mm M40 Hydraulic blocks of approved size , design & shape , laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness , etc compete as per the direction of Engineer in charge . | 1,230 | sqm | 974.68 ₹11,98,856.4 | 1,079 ₹13,27,170 | 1,044 ₹12,84,120 | 970 ₹11,93,100 Lowest | 971.2 ₹11,94,576 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 48 | cum | 370.86 ₹17,801.28 | 410 ₹19,680 | 397 ₹19,056 | 369 ₹17,712 Lowest | 369.54 ₹17,737.92 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 8 | cum | 7,561.23 ₹60,489.84 | 8,371 ₹66,968 | 8,101 ₹64,808 | 7,533 ₹60,264 Lowest | 7,534.22 ₹60,273.76 |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 24 | cum | 7,389.36 ₹1,77,344.64 | 8,181 ₹1,96,344 | 7,917 ₹1,90,008 | 7,362 ₹1,76,688 Lowest | 7,362.97 ₹1,76,711.28 |
| 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 IV. R.C.C grade M 20 | 9.6 | cum | 8,305.11 ₹79,729.06 | 9,194 ₹88,262.4 | 8,898 ₹85,420.8 | 8,275 ₹79,440 Lowest | 8,275.45 ₹79,444.32 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.98 | tonne | 84,367.34 ₹1,67,047.33 | 93,406 ₹1,84,943.88 | 90,393 ₹1,78,978.14 | 84,065 ₹1,66,448.7 Lowest | 84,066.03 ₹1,66,450.74 |
| 1.01 | OD62514/2026-2027:(MD 75.8.1) Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | 4.1 | cum | 7,724.57 ₹31,670.74 | 8,552 ₹35,063.2 | 8,276 ₹33,931.6 | 7,696 ₹31,553.6 Lowest | 7,696.99 ₹31,557.66 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
8 Sept 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S.270/27 Road Improvements of Kathrikadavu CBI office Perandoor Canal Pipe Line Road
2026_LSGD_863449_70
Kochi municipal Corporation CCPC3/27603/22(3)
Open Tender
Civil Works - Roads
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹50,000
15 Sept 2026
1 Sept 2026
10 Sept 2026
1 Sept 2026
8 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation Of John Alunkal road bye roads | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | - | cum | - | - |
| 1.003 | OD62516/2026-2027:Providing and laying of interlocking concrete block pavements using80 mm M40 Hydraulic blocks of approved size , design & shape , laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness , etc compete as per the direction of Engineer in charge . | - | sqm | - | - |
| 1.004 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | - | - |
| 1.005 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.006 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.007 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 1 | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.009 | OD62514/2026-2027:(MD 75.8.1) Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | 1 | cum | - | - |
stage.html
html • 0.02 MB
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 • 2.58 MB
Tendernotice_2.pdf
PDF • 0.07 MB
Tendernotice_3.pdf
PDF • 0.07 MB
AFFDVT.pdf
Tender Documents • 0.23 MB
FOT.pdf
Tender Documents • 0.25 MB
SBD.pdf
Tender Documents • 1.66 MB
PRI.pdf
Tender Documents • 0.25 MB
BOQ_1467803.xls
BOQ • 0.30 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 .