Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.1 LAccepted-Finance | ₹7.1 L | 1 | Accepted-Finance ACCEPTED |
| 2 | 2₹7.1 L+₹4,392.04 (0.62%)Rejected-Finance | ₹7.1 L+₹4,392.04 (0.62%) | 2 | Rejected-Finance REJECTED |
| 3 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| 4 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | AFSAL P.A L1 | Binesh K G L3 | AL AMEEN N B L4 | ZAKKEERBABU L2 |
|---|---|---|---|---|---|---|---|
| 1.00ANNUAL PLAN 2026-2027 | |||||||
| 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 | 49 | cum | 366.4 ₹17,953.6 | 386.31 ₹18,929.19 | 397.79 ₹19,491.71 | 300 ₹14,700 Lowest |
| 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 | 7 | cum | 7,471.21 ₹52,298.47 | 7,876.28 ₹55,133.96 | 8,110.32 ₹56,772.24 | 7,000 ₹49,000 Lowest |
| 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) | 21 | cum | 7,301.39 ₹1,53,329.19 | 7,697.25 ₹1,61,642.25 | 7,925.97 ₹1,66,445.37 | 7,000 ₹1,47,000 Lowest |
| 1.00 | 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 | 7 | cum | 8,606.24 ₹60,243.68 | 8,651.16 ₹60,558.12 | 8,908.22 ₹62,357.54 | 7,000 ₹49,000 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.7 | tonne | 83,362.96 ₹58,354.07 Lowest | 87,882.65 ₹61,517.86 | 90,494.02 ₹63,345.81 | 90,000 ₹63,000 |
| 1.01 | OD55574/2026-2027:MANCOOLIE | 20 | Day | 935.7 ₹18,714 | 986.44 ₹19,728.8 | 1,015.75 ₹20,315 | 900 ₹18,000 Lowest |
| 1.01 | OD58653/2026-2027:Sectioning upto 150 mm and forming the surface for new roadway including clearing the roadway of any debris,levelling,cambering etc all complete as per the instruction of department engineer. | 240 | sqm | 51.79 ₹12,429.6 | 54.6 ₹13,104 | 56.22 ₹13,492.8 | 50 ₹12,000 Lowest |
| 1.01 | OD73079/2026-2027:Filling with Quarry Muck up low lying and waterlogged areas with local material/quarrymuck, spreading in layers, levelling the top at site and consolidating by ramming, etc complete for imp grade. | 24 | cum | 1,512.84 ₹36,308.16 | 1,594.86 ₹38,276.64 | 1,642.25 ₹39,414 | 1,500 ₹36,000 Lowest |
| 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 | 24 | cum | 2,770.44 ₹66,490.56 | 2,920.65 ₹70,095.6 | 3,007.43 ₹72,178.32 | 1,900 ₹45,600 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,200
Closing Date
21 Jul 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S.380/27 Rennovation of road and drain in front of Kacheripady mia garden,Nambiayapuram gandhi lane road in div 63
2026_LSGD_860041_25
Kochi municipal Corporation CCPC3/27603/22(1)
Open Tender
Civil Works - Canal
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,010
₹21,200
3 Sept 2026
14 Jul 2026
23 Jul 2026
14 Jul 2026
21 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ANNUAL PLAN 2026-2027 | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | OD55574/2026-2027:MANCOOLIE | - | Day | - | - |
| 1.007 | OD58653/2026-2027:Sectioning upto 150 mm and forming the surface for new roadway including clearing the roadway of any debris,levelling,cambering etc all complete as per the instruction of department engineer. | - | sqm | - | - |
| 1.008 | OD73079/2026-2027:Filling with Quarry Muck up low lying and waterlogged areas with local material/quarrymuck, spreading in layers, levelling the top at site and consolidating by ramming, etc complete for imp grade. | - | cum | - | - |
| 1.009 | 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 | - | 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 • 3.03 MB
Tendernotice_2.pdf
PDF • 0.07 MB
Tendernotice_3.pdf
PDF • 0.07 MB
BOQ_1454893.xls
BOQ • 0.30 MB
AFFDVT.pdf
Tender Documents • 0.23 MB
PRI.pdf
Tender Documents • 0.25 MB
SBD.pdf
Tender Documents • 1.91 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 .