Public Works Department Tender

Vol-III Page No.91 Item No.10.3 - Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor Maintenance of Earth Shoulder (stripping excess soil) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.

Vol-III Page No.26 Item No. 4.17, 406 - 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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Wet Mix Macadam (Plant Mix Method) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.

Vol-III Page No.93 Item No.10.15 (i) - Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. (i) Patching of Shallow Potholes using SDBC Gr II 25 mm thick ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.

Vol-III Page No.93 Item No.10.15.ii - Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with 1ype Sereenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification. (ii) Patching of Deep Potholes using WBM Gr l & SDBC Gr lI 25 mm thick: ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.

Vol-III Page No.64 Item No.8.5 A ( iv ) - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (A) Retro-Reflectorised Traffic Signs ( iv ) 60 cm equilateral triangle ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.

PWD SR 2023-24, Vol-1, Pg.No.A-50, Zone-4, Item-v - Supply of Road conductor including fuel allowances for two wheeler and Work to be carried out as per the directions of Engineer-incharge of work.(per day/per person) Roads considered a. CNS Road to HHAPC Road (ch : 0.00 km to 7.76 km)-7.76km c.Ganjalgud- Santhemaruru Road (ch : 0.00 km to 9.00 km)- 9.00 km b.Konanur-Belavadi Road (ch : 0.00 km to 10.60 km)-10.60 km d.Gorur-Holenarasipura-Basavanahalli road (ch : 0.00 km to 1.48 km)-1.48 km Total -28.84 km ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.

Vol-III Page No.144 Item Code.16.8 (b) - 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 embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Surface Drains in Soil (b) Mechanical Means ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.