Improvements to Flood Damaged Portion of MDR Belagundi-Bijagarni-Belavatti-Badas-Bakanur road in Belagavi Rural Constituency, Tq./Dist. Belagavi.

Improvement of road damaged by heavy rain/flood in selected parts from Raichur Bachi State Highway in Belagavi Taluk to join State Highway-20 Road Km 11.00 to 11.95 via Basarikatti Mavinakatti Honnihala.

Scarifying Existing Granular Surface to a Depth of 50 mm byMechanical Means using Hydraulic excavator(PWD SR 2023-24 Vol III Item No.3.4, P.No.17)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to me...

Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical...

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), c...

Reconstruction of flood damaged Belagavi Mandolli Hangaraga Major District Road from Chainage Km 3.00 to 3.40

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead

Wet Mix Macadam (Plant Mix Method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical...

Prime Coat over WMM/WBM- Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of ...

Tack coat on Granular surface treated with primer: Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface

BM Grade II for traffic less than 20 MSA : Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder V...

SDBC : Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by ...

Repairs to Desur Nandihalli Kukadoli Road from Km 19.60 to 20.20 (Temporary repairs) in Belagavi Taluka Rural Constituency

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead( SR 2023-24 V-3 ItNo- 3....

Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarifie...

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to...

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory ro...

Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in emb...

Improvements to Flood Damaged Portion of MDR Belagundi-Bijagarni-Belavatti-Badas-Bakanur road in Belagavi Rural Constituency, Taluka Belagavi.

Patching of Potholes---Patching of Deep Potholes using WBM Gr l & SDBC Gr lI 25 mm thick:---Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM ...

Patching of Potholes---Patching of Shallow Potholes using SDBC Gr II 25 mm thick---Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is ...

Surface Drains in Soil---Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in emban...