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Tender Value
₹13.4 Cr
EMD Value
₹5 L
Closing Date
18 Aug 2026, 5:00 pm
Superintending Engineer, PWD Roads South Circle, T
Office of the Superintending Engineer Roads South Circle TVPM
GENERAL Budget 2025 26 Village road improvement in Konni constituency General Civil Work
2026_PWD_828089_5
PWD/RB/TR/8900/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
Pathanamthitta
Please refer Tender documents.
8 documents required · 8 mandatory
₹19,518
Yes
₹5 L
Yes
31 Jul 2026
31 Jul 2026
21 Aug 2026
31 Jul 2026
18 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX:- A- PROVIDING BM&BC | |||||
| 1.001 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means | 1 | Hectare | - | - |
| 1.002 | OD33382/2025-2026:Dismantling of flexible pavements and sectioning the dismantled material and re rolling | - | sqm | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | OD33383/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG -30) to the required line, grade, and level to serve as wearing course on a previously prepared
base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour,blaying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade. | - | cum | - | - |
| 1.009 | 12.8.E.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M25 - Using Concrete Mixer - (Without formwork) | - | cum | - | - |
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