Improvements to the internal road at Thillai Nagar in Karaikal

Amount

2.28.1 Surface dressing of the ground including removing vegetation and in - equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m - all kinds of soil

2.27B Supplying and filling with red earth (excluding rock) including cost and conveyance to the work site and stacking to the departmental gauge , spreading in layers not exceeding 20cm in depth ,watering and consolidation using 0.5 tonne roller , or wooden or steel rammers etc.complete for making play fields , running tracks and court yards

NS 60 Providing and laying unscreened gravel boulders to a consollidated thicnkess of 15cm for sub base couse including conveyance of site. Loading Unloading and stacking to departmental gauge on road side for premeasurement and spreading watering power rolling etc., complete. The volume of stacks calculated as per actual measurement shall be reduced by 15% for loosness in stacking to arriuve at the quantity. The rate to include labour charges for spreading and hand packing to required camber and gradient. Power rolling hire and fuel charges for all tools and plants employed diversion of traffic barricading arrangements etc., complete as directed by the Engineer-in-charge.

4.91.1B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum / gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision)

4.92.1C Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum / gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-IIwith Gravel screening. (As per MoRTH specification, 4th Revision)

5.1 Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision)

5.3A Providing and laying bituminous macadam with hot mix plant of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction.- Using grade II metal and bitumen 60/70 grade.

SAKTHI ENGINEERING CONSTRUCTION