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Tender Value
₹2.4 Cr
EMD Value
₹1 L
Closing Date
9 Jun 2026, 5:00 pm4d left
Superintending Engineer, PWD Roads South Circle
Superintending Engineer, PWD Roads South Circle
GENERAL Sabarimala festival works 2025 26 Improvements by providing BMBC to Karamana Poojappura road from Ch 0000 to Ch 1500 General Civil Work
2026_PWD_833706_4
PWD/RB/TR/9944/2025_5_1_1/1
Open Tender
Civil Works - Roads
210 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
29 May 2026
29 May 2026
12 Jun 2026
29 May 2026
9 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Road Work | ||||||
| 1.001 | 2.1.1:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 300 mm to 600 mm | - | each | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 2.1.2:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 600 mm to 900 mm | - | each | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 2.1.3:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 900 mm to 1800 mm | - | each | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD52565/2025-2026:Hire Charges of Mobile Crane | - | Day | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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 |
| 1.006 | 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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 | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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 | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 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 | - | - | BI01010001010000000000000515BI0100001122 |
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