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Tender Value
₹13.2 L
EMD Value
₹33,050
Closing Date
7 Sept 2026, 10:00 am
Assistant Engineer Kadanad GP
The Assistant Engineer, LSGD Section, Kadanad Grama Panchayat
Project No. 104/2026-2027 - Kadanad Grama Panchayath-Renovation of Valyathu Palace Road in Ward 13 of Kadanad Grama Panchayath
2026_LSGD_863054_1
Project No. 104/2026-2027 - Kadanad Grama Panchayath
Open Tender
Civil Works - Roads
Item Rate
360 days
Kadanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹33,050
Yes
7 Sept 2026
29 Jul 2026
7 Sept 2026
29 Jul 2026
7 Sept 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Renovation | |||||
| 1.001 | OD17963/2026-2027:(Pothole filling in Concrete pavement ) Providing concrete for plain /reinforced concrete in open foundations Complete as per drawings and technical specification clause 802,803,1202 &1203 excluding the cost of form work P.C.C grade M10 (i) nominal mix 1:3:6 | 1 | cum | - | - |
| 1.002 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.003 | OD17959/2026-2027:Scarfying existing road surface to a depth of 150mm and compacting the aggregates obtained from scarification with power roller. as per Dptl official at site. | 1 | sqm | - | - |
| 1.004 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 0.2 | cum | - | - |
| 1.005 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - |
| 1.006 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.007 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
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