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Tender Value
₹2.4 L
EMD Value
₹6,034
Closing Date
7 Oct 2026, 6:00 pm7d left
Assistant Engineer
Office of the assistant Engineer Kulathoor GP
Annual Plan-Kulathoor GP 2026-27 (P.No-63)S.C.P- 284885-ORUPURAM PUTHUVAL ROAD MAINTENANCE WARD 2 KULATHOOR GP-General Civil Work
2026_LSGD_874077_6
1/AE/LIDEW/KUL/Tender/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Kulathoor
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹6,034
Yes
29 Sept 2026
29 Sept 2026
9 Oct 2026
29 Sept 2026
7 Oct 2026
29 Sept 2026
29 Sept 2026 - 7 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Orupuram Puthuval road | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 6 | cum | - | - |
| 1.002 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 6 | cum | - | - |
| 1.003 | OD191477/2026-2027:2026-27: GSB - Granular Sub-base with Well Graded Material (WITH OUT ROLLER COMPACTION)(Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method 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 (Derived from MORD 4.1.A.1, Tractor Mount Grader and Tractor with Rotevator excluded) | 6 | cum | - | - |
| 1.004 | OD191476/2026-2027:2026-27: Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc. all complete as per the direction of Engineer in charge. | 160 | sqm | - | - |
| 1.005 | 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) | 1.65 | cum | - | - |
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Tendernotice_1.pdf
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63SBD.pdf
Other Document • 1.82 MB
63NIT.pdf
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BOQ_1483777.xls
BOQ • 0.30 MB
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