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Tender Value
₹5.5 Cr
EMD Value
₹2 L
Closing Date
7 Jul 2026, 5:00 pm
Similar tender results from the same govt authority in the past 3 years.
Superintending Engineer PWD Roads South Circle, T
SE Roads, TVM
GENERAL Sabarimala Festival 2025 26 Improvements to Kilimanoor Puthiyakavu Thakaraparambu Ponganadu Puthusserimukku road ch 0000 to 11200 km by providing BC Overlay in Attingal LAC General Civil Work
2026_PWD_845047_3
PWD/RB/TR/11020/2025_5_1_1/1
Open Tender
Civil Works - Roads
180 days
Puthiyakavu
Please refer Tender documents.
8 documents required · 8 mandatory
₹13,010
Yes
₹2 L
Yes
23 Jun 2026
23 Jun 2026
10 Jul 2026
23 Jun 2026
7 Jul 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1APPENDIX-A FORMATION OF ROAD | ||||||
| 1.001 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD66706/2025-2026:Engaging mazdoor for various works including cleaning of clogged drain & culverts,
clearing berms, cutting earthen drain, assisting wood cutters etc complete.. | - | each | - | - | BI01010001010000000000000515BI0100001116 |
| 2APPENDIX - B CONSTRUCTION OF SIDE DRAIN AND BERM PROTTECTION WORK | ||||||
| 2.001 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 2.002 | 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 2.003 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 2.004 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br> | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 2.005 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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