Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAdmitted-Fee/PreQual/Technical/Finance CORPORATION OF THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695001 | ₹8.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹9.8 L+₹1.2 L (14.6%)Admitted-Fee/PreQual/Technical/Finance LEELA NIVAS GURUVAYUR | GURUVAYUR | KERALA | ₹9.8 L+₹1.2 L (14.6%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹9.9 L+₹1.3 L (15.1%)Admitted-Fee/PreQual/Technical/Finance | ₹9.9 L+₹1.3 L (15.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Vishnu V L3 | Anilkumar L2 | GOPAKUMAR K L1 |
|---|---|---|---|---|---|---|
| 1.00road | ||||||
| 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. | 372 | sqm | 15.86 ₹5,899.92 | 15.79 ₹5,873.88 | 13.79 ₹5,129.88 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 18 | cum | 65.1 ₹1,171.8 | 64.78 ₹1,166.04 | 56.59 ₹1,018.62 Lowest |
| 1.00 | OD41116/2026-2027:M10 -WITHOUT FORMWORK - Providing concrete for plain/reinforced concrete in open
foundations complete as per drawings and technical specifications - P.C.C grade M 10 -
Nominal mix 1:3:6 | 9 | cum | 8,580 ₹77,220 | 8,537.94 ₹76,841.46 | 7,458 ₹67,122 Lowest |
| 1.00 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 31.5 | cum | 9,225 ₹2,90,587.5 | 9,178.2 ₹2,89,113.3 | 8,017 ₹2,52,535.5 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 | 0.47 | tonne | 1,00,072 ₹47,334.06 | 99,558 ₹47,090.93 | 86,971 ₹41,137.28 Lowest |
| 1.01 | 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 | 111.6 | cum | 651 ₹72,651.6 | 648.89 ₹72,416.12 | 566.85 ₹63,260.46 Lowest |
| 1.01 | OD43454/2026-2027:Filling with Quarry Muck - Filling up low lying and water logged areas with quarry muck ,
spreading in layers , levelling the top at site and consolidation by smooth wheeled roller , etc
complete for improving the CBR value of subgrade. | 27.9 | cum | 2,345 ₹65,425.5 | 2,333.9 ₹65,115.81 | 2,038.8 ₹56,882.52 Lowest |
| 1.01 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 48.83 | cum | 3,717 ₹1,81,482.53 | 3,698.5 ₹1,80,579.26 | 3,231 ₹1,57,753.58 Lowest |
| 1.01 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 372 | sqm | 77.7 ₹28,904.4 | 77.3 ₹28,755.6 | 67 ₹24,924 Lowest |
Tender Value
₹10.2 L
EMD Value
₹25,423
Closing Date
28 Jul 2026, 6:00 pmClosed
Assistant Engineer
O/o the Assistant Engineer, LID EW Section, Malayinkeezhu, Thiruvananthapuram
Annual Plan - Project No. 114/2026-27 Machel Plangottumugal Road Renovation in ward 19 Malayinkeezhu GP
2026_LSGD_860164_37
01/AE/LSGD/MKL/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Malayinkeezhu
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,423
Yes
13 Sept 2026
20 Jul 2026
31 Jul 2026
20 Jul 2026
28 Jul 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road | |||||
| 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 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.003 | OD41116/2026-2027:M10 -WITHOUT FORMWORK - Providing concrete for plain/reinforced concrete in open
foundations complete as per drawings and technical specifications - P.C.C grade M 10 -
Nominal mix 1:3:6 | - | cum | - | - |
| 1.004 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | 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 | 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 | 1 | cum | - | - |
| 1.007 | OD43454/2026-2027:Filling with Quarry Muck - Filling up low lying and water logged areas with quarry muck ,
spreading in layers , levelling the top at site and consolidation by smooth wheeled roller , etc
complete for improving the CBR value of subgrade. | 1 | cum | - | - |
| 1.008 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.009 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - |
stage.html
html • 0.02 MB
finance_1456850.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 • 0.26 MB
Tendernotice_2.pdf
PDF • 0.29 MB
Tendernotice_3.pdf
PDF • 0.24 MB
Tendernotice_4.pdf
PDF • 0.24 MB
Tendernotice_5.pdf
PDF • 0.24 MB
Tendernotice_6.pdf
PDF • 1.82 MB
BOQ_1456850.xls
BOQ • 0.24 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 .