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Tender Value
₹2.9 Cr
EMD Value
₹1 L
Closing Date
8 Sept 2026, 5:00 pm
Superintending Engineer
Office of the Superintending Engineer RoadsSouth Circle,TVPM
GENERAL Sabarimala Festival Works 2025 26 Improvements by providing BM BC to Adoor Pattazhi road at ch 0 00 to 2 900 General Civil Work General Civil Work
2026_PWD_837096_5
PWD/RB/TR/10001/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Pathanamthitta
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
24 Aug 2026
24 Aug 2026
11 Sept 2026
24 Aug 2026
8 Sept 2026
24 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPX.A. ROAD WORK | |||||
| 1.001 | 2.4.2.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means | 1 | cum | - | - |
| 1.002 | 2.4.4.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Rubble stone masonry in cement mortar. | - | cum | - | - |
| 1.003 | OD48962/2025-2026:Dismantling of flexible pavement and sectioning the dismantled material and re-rolling | - | sqm | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | - | - |
| 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 | - | - |
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