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Improvement Of Riding Surfrace Pot Holes By Way Of Providing And Laying Of Wmm , Sdbc And Clearance Of Drain On Approaches Of Saleri Bridge In Patches Stretches In Km 1St Rd 0 To Km 3Rd Rd 100, Rajouri-Jammu And Kashmir

Public Works Department-PWD has published Improvement Of Riding Surfrace Pot Holes By Way Of Providing And Laying Of Wmm , Sdbc And Clearance Of Drain On Approaches Of Saleri Bridge In Patches Stretches In Km 1St Rd 0 To Km 3Rd Rd 100. Submission Date for this Tender is 08-02-2021. Road Work Tenders in Rajouri Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

26742541
Improvement Of Riding Surfrace Pot Holes By Way Of Providing And Laying Of Wmm , Sdbc And Clearance Of Drain On Approaches Of Saleri Bridge In Patches Stretches In Km 1St Rd 0 To Km 3Rd Rd 100
Open Tender
Indian
Jammu And Kashmir
Rajouri
08-02-2021

Tender Details

Improvement Of Riding Surfrace Pot Holes By Way Of Providing And Laying Of Wmm , Sdbc And Clearance Of Drain On Approaches Of Saleri Bridge In Patches Stretches In Km 1St Rd 0 To Km 3Rd Rd 100

Key Value

Document Fees
INR 1000 /-
EMD
INR 39600.0 /-
Tender Value
INR 19.80 Lakhs /-

BOQ Items

Name of Work: Improvement of riding surfrace (pot holes) by way of Providing and laying of WMM, SDBC and Clearance of drain on Approaches of Saleri Bridge in patches/stretches in Km 1st RD 0 to Km 3rd RD 100
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Bituminous road. 355 Sqm
2 2 Clearance of slips/drain In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. 155 Cum
3 3 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge 355 Cum
4 4 Providing and laying semi dense bituminous concrete of 30 mm average compacted thickness with bitumen of 60/70 grade @ 5 %(percentage by weight of total mix)on prepared surface with specified graded crushed stone aggregates for wearing course including loading of aggregate with F.E loader and hot mixing of bitumen with filler and stone aggregates in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers as per MORTH specifications and direction of Engineer-in-charge to achieve the desire density and compaction including the cost of brooming, primer/ tack coat, all leads/lifts, carriages, loading & unloading. (complete job)\n\n 3725 Sqm
5 5 Excavating, supplying and filling of local earth in berms/sholders (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 255 Cum
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