|
| 1 | Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 ofMORTH |
| 2 | Dismantling theExisting Cement Concrete including Cost Of all labours etc…. |
| 3 | Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401. |
| 4 | Providing and laying WMM (Wet Mix Macadam) of specified on the prepared sub base with graded stone aggregate and granular material of quality size and grading pasting in layor with motor grader and compaction with vibratory rollers of 80-100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments equipments safety measures testing and incidents necessary to complete the work as per MORTH 406 |
| 5 | Providing and laying Prime Coat over the Wet Mix Macadam surface using 7 Kg of SS1 Grade Emulsion bitumen for 10 Sq.m including cost of Emulsion bitumen which will be supplied by the contractor himself at his own cost as per special condition including cost and conveyance to site handling charges including labour charges for brushing,cleaning and preparing the surface for Applyinging the tack coat and labour for applying and required quantity of bitumen binder as tack coat by bitumen sprayer including hire and fuel charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights flags etc., completed Complying with Standard Specification as per Clause 503 MORTH Specification. |
| 6 | Providing and laying Tack Coat over the Wet Mix Macadam surface using 2.50 Kg of RS1 Grade Emulsion bitumen for 10 Sq.m including cost of Emulsion bitumen which will be supplied by the contractor himself at his own cost as per special condition including cost and conveyance to site handling charges including labour charges for brushing,cleaning and preparing the surface for Applyinging the tack coat and labour for applying and required quantity of bitumen binder as tack coat by bitumen sprayer including hire and fuel charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights flags etc., completed Complying with Standard Specification as per Clause 503 MORTH Specification. |
| 7 | Providing and laying 50 mm conslidated thick Dense Bituminuous macadam using 0.24 cum of 26.50-13.20 mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm and below and with 53.20kg of VG30 bitumen premixing 10 sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tons capacity,conveying the mix by tipper trucks to work site,spreading the mixuniform thickness of 50mm with paver to the specified grade and cross sections and compaction byvibratory/ pneumapic roller to the required density etc., including labour for accending to pavor at sites etc., including hire charges and fuel chargesfor 20-30T CMP with bitumen Boiler,tipper trucks, paver finisher/9 m paver finisher,vibratory/ pneumapic rollers and all other tools and plant required including to all other incidental charges etc., complete as per specification using CMP as clause 505MORTH Rev-5. |
| 8 | Providing and layingBituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm, 0.13cum of 9.50-2.36 mm and 0.26cum of 2.36mm and below with 45.27kgs of VG 30 /VG 40 bitumen and 5.03 kgs plastic waste for 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20–30 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 30 mm with mechanical Paver to the specified grades and cross sections and consolidated by 80 - 10 tonne vibratory/ pneumatic roller to the required density etc., including labor for attending to paver site etc., including hire charges and fuel charges for 20 – 30tCMP with bitumen boiler, tipper trucks, paver finisher,/ 9m paver finisher, vibratory/ pneumatic rollers and all other tools and plant required including fule and all other incidental charges etc., complete as per specification using CMP as for clause 507of MORTH Rev-5Rev-5. |
| 9 | Providing and Laying of Hot Applied Thermo Plastic Compound 2.5 mm Thick Inculding Reflectorising Glass Beads @250 GmsPer Sqm area, Thickness of 2.5mm Exculsive of Surface applied Glass Beads asper IRC 35 The Funished Surface to be Level Uniform and Free From Streaks and Holes etc Complete ., |
| 10 | Providing and laying Red Gravel to the specified thick including cost and conveyance ofRedgravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH |
