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Tender Value
₹41.8 L
EMD Value
₹50,000
Closing Date
15 Jun 2026, 6:00 pm6d left
Executive Engineer
Harbour Engineering Division, Alappuzha
The work includeds, 1) Construction of Road work 2) Pipe culvert 3) Construction of Retaining wall
2026_HED_828431_4
HED/CEHED/TR/894/2024_5_1_1/1
Open Tender
Civil Works - Roads
150 days
Muthukulam Grama Panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
6 Jun 2026
6 Jun 2026
17 Jun 2026
6 Jun 2026
15 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD7285/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with quarry muck, spreading in layers, leveling the top at site and consolidation by smooth wheeled roller, etc complete for improving the CBR value of subgrade.
Details of cost for 300 cum
Unit = cum | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD5998/2025-2026:Granular sub-base/base/surface course by mix in place method normal. Construction of
granular sub-base by providing local material spreading in uniform layers with motor grader on
prepared surface, mixing by mix in place method with rotavator at once and compacting with
smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per
Technical Specification Clause 408. (ii) Using Gravel mix soil. | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 5.2.3a:Tack Coat 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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 By Manual Means :- Type A (II) Bitumen (S-65) | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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 | - | - | BI01010001010000000000000515BI0100001121 |
| 2APPENDIX B - Pipe Culvert | ||||||
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