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Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
11 Jun 2026, 5:00 pm5d left
Superintending Engineer, PWD Roads South Circle, T
SE Roads TVM
DEPOSIT KWA pipeline restoration work in Koickamukku Kuttemperoor road ch 0000 2600 General Civil Work
2025_PWD_822766_6
PWD/RB/TR/7442/2023_5_1_1/RC 1/1
Open Tender
Civil Works - Roads
120 days
Koickamukku
Please refer Tender documents.
7 documents required · 7 mandatory
₹6,508
Yes
₹50,000
Yes
4 Jun 2026
4 Jun 2026
15 Jun 2026
4 Jun 2026
11 Jun 2026
4 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Restoration work | ||||||
| 1.001 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means | 1 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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. | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 1 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 1 | MT | - | - | BI01010001010000000000000515BI0100001122 |
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