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Tender Value
₹42.2 L
EMD Value
₹50,000
Closing Date
3 Sept 2026, 6:00 pm6d left
Executive Engineer
Harbour Engineering Division, Alappuzha
APP A -Road work APP B - Pipe culvert APP C - Retaining wall APP D - Interlock pavement
2026_HED_865797_1
HED/CEHED/TR/894/2024_5_1_1/RC 1/1
Open Tender
Civil Works - Roads
Item Rate
210 days
Muthulkulam Grama Panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
19 Aug 2026
19 Aug 2026
5 Sept 2026
19 Aug 2026
3 Sept 2026
19 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX A - ROAD WORK | |||||
| 1.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 1 | Hectare | - | - |
| 1.002 | OD4682/2026-2027:Granular sub-base/base/surface course with quarry muck /quarry waste by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with appropriate machiney on prepared surface, mixing by mix in place method with rotavator or any means and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 and gradation as per table 400.1 of MoRD. | - | cum | - | - |
| 1.003 | 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. | - | cum | - | - |
| 1.004 | OD3913/2026-2027:Construction of Embankment with Material Obtained from Borrow Pits 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 including conveyance of 40 km | 1 | cum | - | - |
| 2APPENDIX B - Pipe Culvert | |||||
| 2.001 | 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 | - | cum | - | - |
| 2.002 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 2.003 | 9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C) 750 mm dia | - | metre | - | - |
| 2.004 | 10.4.A.2:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 2 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation 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 | - | sqm | - | - |
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