Ministry Of Road Transport And Highways has published Tender For Patching Of Pot Holes, Maintenance Of Earthen Shoulders In Selected Stretches From Km 16.80 To Km.17.850, Km.18.450 To Km 33.90 And Providing Wearing Coat And Other Road Safety Works On Bridge At Km 25.08(Muguluru Bridge) On Nh 207. Submission Date for this Tender is 06-03-2023. Road Repair Tenders in Kolar Karnataka. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, 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 in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading stacking,transporting etc., with all other incidental chargesand as per the direction of the Engineer-In-Charge for successful completion of work.-Laying using Grader |
| 2 | Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2, includingcost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading stacking,transporting etc., with all other incidental chargesand as per the direction of the Engineer-In-Charge for successful completion of work. |
| 3 | Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor,includingall labour, usage charges of machinery, lead, lifts, loading, unloading disposal of earth etc completewith all other incidental chargesand as per the direction of the Engineer-In-Charge for successful completion of work. |
| 4 | Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment (Average filling depth 150 mm),includingall labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc complete. with all other incidental chargesand as per the direction of the Engineer-In-Charge for successful completion of work. |
| 5 | Removal of existing cement concrete wearing coat including disposal complete as per technical specificationwithout causing any detrimental effect to any part of the bridge structure and removal of dismantled materialincluding cost of all labour, usage charges of machinery,lead, lift, loading, unloading, transportation etc., with all other incidental chargesand as per the direction of the Engineer-In-Charge for successful completion of work. |
| 6 | Eproxy bonding of new concrete to old concrete, including cost of all labour, usage charges of machinery,lead, lift, loading, unloading, transportation etc., with all other incidental chargesand as per the direction of the Engineer-In-Charge for successful completion of work. |
| 7 | Providing and laying Cement concreteWearing Coat M-30 grade including reinforcement complete as per drawing and technical specifications including cost of forwork, vibrating, compacting, cost of all labour, usage charges of machinery,lead, lift, loading, unloading, transportation, stacking, finishing the exposed surfaces etc., complete with all other incidental chargesand as per the direction of the Engineer-In-Charge for successful completion of work. |
| 8 | Replacement of“W” metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 81including cost of all labour, usage charges of machinery,lead, lift, loading, unloading, transportation, stacking, finishing the exposed surfaces etc., complete with all other incidental chargesand as per the direction of the Engineer-In-Charge for successful completion of work. |
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