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Tender Value
₹6.0 L
EMD Value
₹15,068
Closing Date
20 Aug 2026, 6:00 pm4d left
Assistant Engineer
LSGD section Kulathoor GP
Annual Plan-Kulathoor GP 2026-27 (P.No-127) Improvement works of Kakoli chanthurithi road interlocking ward 15-General Civil Work
2026_LSGD_865166_5
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
₹1,330
Yes
₹15,068
Yes
13 Aug 2026
13 Aug 2026
22 Aug 2026
13 Aug 2026
20 Aug 2026
13 Aug 2026
13 Aug 2026 - 20 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Kakoli chanthurithi | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.002 | OD144341/2026-2027:2026-27: GSB - 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 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) | - | cum | - | - |
| 1.003 | 2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses | 1 | cum | - | - |
| 1.004 | OD144329/2026-2027:2026-27: 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. | - | 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 | cum | - | - |
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127SBD.pdf
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BOQ_1464072.xls
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127NIT.pdf
Other Document • 0.03 MB
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