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Tender Value
₹84.3 L
EMD Value
₹50,000
Closing Date
8 Jun 2026, 5:00 pm3d left
Superintending Engineer, PWD Roads South Circle, T
Office of the Superintending Engineer Roads South Circle, TVPM
DEPOSIT Restoration Works to Azheekodan Road for the Damages Occured due to UIDSSMT Pipe line laying General Civil Work 1
2025_PWD_818915_7
PWD/RB/TR/20362/2023_5_1_1/RC 1/1
Open Tender
Civil Works - Roads
Azheekodan
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
30 May 2026
30 May 2026
11 Jun 2026
30 May 2026
8 Jun 2026
30 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Road Restoration works along NH-SNMHS jn to Purakkad Erattakulangara-Malsyagandhi jn for the damages occured due to pipe line laying | ||||||
| 1.001 | 3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | - | Hectare | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD206648/2025-2026:Engaging Man Mazdoor for removing /cleaning the rubbish and other aligned activities etc | - | Day | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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