Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.7 LAccepted-AOC KERALA KL | ERNAKULAM | KERALA | 680667 | ₹6.7 L | 1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | Smitha Biju L2 | BIJU ANTONY L1 |
|---|---|---|---|---|---|
| 1.00Reconcreting | |||||
| 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 | 28.75 | cum | 500 ₹14,375 | 441.5 ₹12,693.13 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 3.65 | cum | 10,000 ₹36,520 | 9,001.46 ₹32,873.33 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 3.89 | cum | 10,000 ₹38,860 | 8,796.86 ₹34,184.6 Lowest |
| 1.00 | 12.5.2.2: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>(ii) Nominal mix 1:2:4 (Hand mixed) | 4.25 | cum | 9,508.23 ₹40,390.96 Lowest | 9,508.23 ₹40,390.96 Lowest |
| 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 | 0.41 | tonne | 1,00,926.12 ₹41,884.34 Lowest | 1,00,926.12 ₹41,884.34 Lowest |
| 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 | 4.79 | cum | 9,887.04 ₹47,349.03 Lowest | 9,887.04 ₹47,349.03 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.49 | tonne | 1,00,437.31 ₹49,716.47 Lowest | 1,00,437.31 ₹49,716.47 Lowest |
| 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) | 0.56 | cum | 10,000 ₹5,560 | 9,186.73 ₹5,107.82 Lowest |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders 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. | 46.05 | cum | 1,000 ₹46,047 | 650.34 ₹29,946.21 Lowest |
Tender Value
₹6.7 L
EMD Value
₹16,681
Closing Date
23 Mar 2026, 3:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION PALLURUTHY ZONAL OFFIC
SYE2/2659/2026 MLA-LAC-SDF-SRI. K J MAXI MLA - CONSTRUCTION OF CULVERT DRAIN WITH COVERING SLAB AND LANE CONCRETING OF DLB BYELANE LOTUS VILLA PHASE 1- DIVISION 66
2026_LSGD_847407_1
SYE2/2659/2026 MLA-LAC-SDF-SRI. K J MAXI MLA - CONSTRUCTION OF CULVERT DRAIN WITH COVERING SLAB AN
Open Tender
Civil Works - Roads
Item Rate
180 days
KOCHI MUNICIPAL CORPORATION
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,475
Yes
₹16,681
Yes
3 Sept 2026
13 Mar 2026
25 Mar 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Reconcreting | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 I. P.C.C grade M 10 (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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.004 | 12.5.2.2: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>(ii) Nominal mix 1:2:4 (Hand mixed) | - | cum | - | - |
| 1.005 | 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 | - | tonne | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.008 | 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) | - | cum | - | - |
| 1.009 | 3.14:Construction of Subgrade and Earthen Shoulders 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. | 1 | cum | - | - |
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 • 0.36 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.25 MB
BOQ_1432085.xls
BOQ • 0.31 MB
afd.pdf
Tender Documents • 0.23 MB
fot.pdf
Tender Documents • 0.25 MB
pa.pdf
Tender Documents • 0.26 MB
viewsbd.pdf
Tender Documents • 1.97 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 .