Tender For Repair Work On Nathari Peeplu Ranoli Kalmanda Ajmeri Jaisinghpura Road Diggi Kurthal Pachewar (Risk And Cost) - Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm,, newai-Rajasthan

Tender For Repair Work On Nathari Peeplu Ranoli Kalmanda Ajmeri Jaisinghpura Road Diggi Kurthal Pachewar (Risk And Cost) - Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle 2 Providing, laying, spreading and compactingstone aggregate forWet Mix Macadam (as per table 400-10 and 400-11) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with lead & lift 3 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 4 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 5 Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in Hot Mix Plant (including cost of anti-stripping compound , wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne but excluding cost of tack and seal coat with lead for mix of material 20 Km.[MoRTH Specification : Clause 511 & 112] In Hot Mix Plant 40-60 TPH, including loading of aggregates with Front end loader bitumen 60/70 grade VG 30 6 Providing and applying premix seal coat type B comprising of thin application of fine aggregate (0.06 cum per 10 Sqm) premix with 6.8 Kgs. Per 10 Sqm bitumen binder (VG-30) (including cost of anti-stripping compound wherever required) In hot mix plant 40-60 TPH and laying with mechanical paver and rolling with power roller 8-10 tonne including all lead of mix material ( MoRTH Specifications Clause 511) 7 Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500-4, grading-1for base / binder course including loading of aggregates with Front endloader and heating and mixing of stone aggregate and bitumen (including cost of anti-stripping compound wherever required) in hot mix plant transporting the mixed material in tipper and laying mixed material with sensor paver finisher to the requiredlevel and grade rolling by power roller & vibratory compactor to achievethe desired density (approved by the department )excluding cost of primer/tack coat [MoRTH Specification : Clause 504 & 112]with all lead & lift Grading II (19 mm nominal size) - Bitumen @ 3.40 % of mix VG 30 & thickness 50 - 75mm 8 Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured).as per MoRTH specification table 400-1, 400-2, For grading-III with CBR value not less than 20.to attain 100% proctor density.

INR 1000 /-

INR 114780.0 /-

INR 57.39 Lakhs /-

FileName	File Description	File Size
Click here to download tender document	Tender Documents	0 KB
Click here to download tender document	Tender Documents	0 KB
Click here to download tender document	Tender Documents	0 KB
Click here to download tender document	Tender Documents	0 KB
Click here to download tender document	Tender Documents	0 KB