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Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
7 Oct 2026, 11:00 am5d left
Executive Engineer
PWD roads Division Idukki
GENERAL-Budget 25-26 (Substitution) Kadukkacity-Paliyakudy Sivalingapady road in Kattappana Municipality ch.0/000 to 2/000-(One time maintnance)Kadukkacity-Paliyakudy Sivalingapady road in Kattappana Municipality ch 0/000 to 2/000-General Civil Work
2026_PWD_875112_1
52/EE/2026-27
Open Tender
Civil Works - Roads
Item Rate
90 days
kattappana
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
1 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
7 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX -A- ROAD WORK | |||||
| 1.001 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | 0.54 | Hectare | - | - |
| 1.002 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 21.92 | cum | - | - |
| 1.003 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 21.92 | cum | - | - |
| 1.004 | 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. | 4,840 | sqm | - | - |
| 1.005 | OD288105/2025-2026:
Mix seal surfacing providing, laying and rolling of close - graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm Type - A aggregate using penetration grade bitumen to required line, grade and level and level to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 KN static roller and finishing to required level and grades as per Technical specification clause 509 of MORD (Usage of bitumen is 22.00 kg /(10m2) By Manual Means | 4,840 | per sqm | - | - |
| 1.006 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 181.5 | cum | - | - |
| 1.007 | 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. | 181.5 | cum | - | - |
| 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) | 98.5 | cum | - | - |
| 1.009 | OD353292/2025-2026:Providing and fixing of DLP board for Running contract work with Non-retro-reflectorized Vinyl sign with 2 years warranty manufactured Vinyl Printed sheeting fixed over aluminum sheeting 2 mm thick/ aluminum composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 5O mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy printer and as per approved drawing and clause 801 including lettering symbols etc. | 1.44 | sqm | - | - |
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