Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LRejected-Finance | L1 | Rejected-Finance L1, Single bid tender |
| Sl No | Description | Qty | Unit | KEEZHATTUR PANCHAYATH LABOUR CONTRACT CO OPERATIVE SOCIETY L1 |
|---|---|---|---|---|
| 1.00Retarring | ||||
| 1.00 | OD475387/2025-2026:2.28 Surface dressing of the ground including removing vegetation and in-equalities
not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5
m. 2.28.1 All kinds of soil | 150 | sqm | 40.39 ₹6,058.5 Lowest |
| 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 | 6.75 | cum | 485.21 ₹3,275.17 Lowest |
| 1.00 | OD475375/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface. | 8.7 | cum | 8,943.88 ₹77,767.04 Lowest |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 660 | sqm | 20.76 ₹13,701.6 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 660 | sqm | 317.84 ₹2,09,774.4 Lowest |
| 1.01 | 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. | 90 | sqm | 17.59 ₹1,583.1 Lowest |
| 1.01 | OD364778/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local materialspreading in uniform layers manually mixing by mix in place method andcompacting with with rammers to achieve the desired density complete as per Clause401.4 as per Technical Specification Clause 408.(ii) Using Gravel mix soil | 9.6 | cum | 2,573.51 ₹24,705.7 Lowest |
| 1.01 | OD364776/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. ( Morth OD 55.23) | 70.2 | sqm | 1,178.9 ₹82,758.78 Lowest |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 3.87 | cum | 10,500.08 ₹40,635.31 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,581
Closing Date
25 Feb 2026, 5:00 pmClosed
Assistant Engineer
Office of Assistant Engineer, LID EW Section, Nagalassery Gramapanchayath- Koottanad Palakkad
Annual Plan 2025-2026 Nagalassery Gramapanchayath, Project No- 56, Karuvarapuram Road Re tarring Ward 12
2026_LSGD_836677_4
07-AE-LIDEW-NGP-2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Office of Assistant Engineer, Nagalassery GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,581
Yes
8 Oct 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retarring | |||||
| 1.001 | OD475387/2025-2026:2.28 Surface dressing of the ground including removing vegetation and in-equalities
not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5
m. 2.28.1 All kinds of soil | 150 | sqm | - | - |
| 1.002 | 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 | 6.75 | cum | - | - |
| 1.003 | OD475375/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface. | 8.7 | cum | - | - |
| 1.004 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 660 | sqm | - | - |
| 1.005 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 660 | sqm | - | - |
| 1.006 | 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. | 90 | sqm | - | - |
| 1.007 | OD364778/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local materialspreading in uniform layers manually mixing by mix in place method andcompacting with with rammers to achieve the desired density complete as per Clause401.4 as per Technical Specification Clause 408.(ii) Using Gravel mix soil | 9.6 | cum | - | - |
| 1.008 | OD364776/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. ( Morth OD 55.23) | 70.2 | sqm | - | - |
| 1.009 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 3.87 | cum | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_1409690.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 • 0.29 MB
preagt.pdf
Tender Documents • 0.26 MB
epay.pdf
Tender Documents • 0.24 MB
formoftender.pdf
Tender Documents • 0.26 MB
feeremittance.pdf
Tender Documents • 0.34 MB
affidavit.pdf
Tender Documents • 0.24 MB
intpact.pdf
Tender Documents • 0.24 MB
BOQ_1409690.xls
BOQ • 0.31 MB
viewsbd.pdf
Tender Documents • 1.64 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 .