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Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
13 Oct 2026, 11:00 amClosed
Assistant Executive Engineer
O/o The Assistant Executive Engineer LIDEW Subdivision Vypin Block Panchayath
VypinBLockThaniyathLane VadakkeMetharanagar
2026_LSGD_875472_1
1/AE/VBP/3/26
Open Tender
Civil Works - Others
Item Rate
180 days
EDAVANAKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
13 Oct 2026
3 Oct 2026
14 Oct 2026
3 Oct 2026
13 Oct 2026
3 Oct 2026
3 Oct 2026 - 12 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | OD26305/2026-2027:Engaging Mancoolies | 5 | each | - | - |
| 1.002 | 2.3.A.1:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. A. Lead upto 100 m (i) Girth above 300 mm to 600 mm | 1 | each | - | - |
| 1.003 | 2.4.A.1:Uprooting and Removing Stumps & Roots Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201. A. Lead upto 100 m (i) Girth above 300 mm to 600 mm | 1 | each | - | - |
| 1.004 | 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 | 0.06 | Hectare | - | - |
| 1.005 | 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. | 510 | sqm | - | - |
| 1.006 | OD132086/2026-2027:For Re laying scarified materials 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(OD approved by EE) | 25.5 | cum | - | - |
| 1.007 | OD30616/2026-2027:Construction of subgrade and earthen shoulders with approved material obtained form 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 1000m as per technical specification clause 303.1 | 115.2 | cum | - | - |
| 1.008 | 6.1.A.1: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. (i) For Grading I Material | 104.7 | cum | - | - |
| 1.009 | OD41780/2026-2027:Quarry muck filling low-level waterlogged area spreading in layers levelling the top at site and consolidated by ramming etc .complete | 132 | cum | - | - |
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