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Tender Value
₹3.4 L
EMD Value
₹8,474
Closing Date
6 Oct 2026, 12:00 pm2d left
ASSISTANT ENGINEER
O/o The Assistant Engineer Cherpulassery Municipality
ET-02-2026-27/AE/LSGD/CPYMUN Pro.No-264/27- Brahmadathan Road, Kanakkanath Road, Muttiyamkunnu Vayanasala Road
2026_LSGD_874045_7
ET-02-2026-27/AE/LSGD/CPYMUN
Open Tender
Civil Works - Roads
Item Rate
Cherpulassery Municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,474
Yes
28 Sept 2026
28 Sept 2026
7 Oct 2026
28 Sept 2026
6 Oct 2026
28 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BRAHMADATHAN ROAD | |||||
| 1.001 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 25.2 | cum | - | - |
| 1.002 | 13.26a:Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 Steel section | 7.39 | quintal | - | - |
| 1.003 | 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 | 0.67 | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.07 | tonne | - | - |
| 1.005 | OD215596/2026-2027: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 | 2.5 | cum | - | - |
| 1.006 | 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) | 9.8 | cum | - | - |
| 1.007 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.3 | sqm | - | - |
| 2KANAKKANATHU ROAD | |||||
| 2.001 | OD392208/2025-2026: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 1.5M in all kinds of soil | 50.4 | sqm | - | - |
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264SBD.pdf
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BOQ • 0.31 MB
ETenderDOCS.pdf
Additional Documents • 0.34 MB
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