Loading
Loading…
Loading…
| Sl No | Description | Qty | Unit | VIVEK A K L2 | DHANOOP P L1 |
|---|---|---|---|---|---|
| 1.00Interlocking | |||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 30 | cum | 50.97 ₹1,529.1 | 50.76 ₹1,522.8 Lowest |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 45 | cum | 63.98 ₹2,879.1 | 63.72 ₹2,867.4 Lowest |
| 1.00 | 4.1.A.2: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. (ii) For Grading II Material | 15 | cum | 3,166.96 ₹47,504.4 | 3,154.28 ₹47,314.2 Lowest |
| 1.00 | OD270040/2025-2026:od1400573/2021_2022 :(MOD 6.7.1) Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawing sand Technical Specification Clause 1504. Bedding with 6mm aggregate and filling joints with sand. Sand as per Table 1500.5 | 150 | sqm | 1,001.71 ₹1,50,256.5 | 997.71 ₹1,49,656.5 Lowest |
| 1.00 | 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) | 3.18 | cum | 8,908.34 ₹28,328.52 | 8,872.67 ₹28,215.09 Lowest |
Tender Value
₹2.3 L
EMD Value
₹5,768
Closing Date
17 Feb 2026, 6:00 pmClosed
Assistant Engineer
O/o Office of the Assistant Engineer, LSGD Section Dharmadam
Annual Plan- Dharmadam GP _ 170 /2025-26-Melur Vayanashala Kizhakkubhagam Road interlocking -General Civil Work
2025_LSGD_803646_49
Tender/05/2025-26 (2) dated 24/09/2025
Open Tender
Civil Works - Roads
Item Rate
270 days
Dharmadam
Please refer Tender documents.
6 documents required · 6 mandatory
₹555
Yes
₹5,768
Yes
30 Apr 2026
10 Feb 2026
19 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
Interlocking
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.1.A.2: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. (ii) For Grading II Material
OD270040/2025-2026:od1400573/2021_2022 :(MOD 6.7.1) Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawing sand Technical Specification Clause 1504. Bedding with 6mm aggregate and filling joints with sand. Sand as per Table 1500.5
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)
stage.html
html • 0.04 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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.29 MB
Tendernotice_2.pdf
PDF • 0.31 MB
170melurvayanashalasbd.pdf
Tender Documents • 2.19 MB
170melurvayanashalanit.pdf
Other Document • 0.02 MB
BOQ_1404909.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 .