Macadamization of road from Dagga Kadal to Lakhripora via Law College (SnD Cut)

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 2.7.1 All kinds of soil :

P/laying of DUST/sand filling in excavated trenches and watering and compaction by manual menas including all leads and lifts involved upto site of work including carriage

P/L GSB OF REQUIRED SIZE INCLUDING DRESSING BY 8-10 TONNER ROAD ROLLER INCLUDING

P/L wbm grade 2 of size 65-43mm qurrey stone with type B screening and binding material (morron) withn 8-10 capacity road rollar to achieve required density and camber complete job

P/L of wet mix on prepared surface with crushed stone aggregate of specified gradingclause 406 of MORTH specification includingmixing of crushed aggregate with predetermined quantity of water and rolled withvibratory roller 8 to 10 tonne speed of whichshouldn’t exceed 5km/hr each layer and rootling should continue till 90% of density isachieved to approved line grades and x-secincluding all leads lifts and carriage ofmaterial upto site all taxes material costcomplete job (as per clause 406 of MORTH specification) 75 mm thick

Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm.

Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen withmechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm.

P/L 50 mm thick premix bituminous macadam base course with stone aggregate of quality size and grading as specified in most specification and straight bitumen of grade VG-10 @3.3% by weight of total mixing of stone agg and bitumen in hot mix plant. transporting and laying mixed material with paver finisher to the required level and grade. rollingwith road roller of 8 to 10 tonne capacity to achieve the required compaction and density (conforming to clause 504 of MORTH specification including cost of bitumen and carriage of all materials involved upto site of work complete

P/L 25 mm thick compacted bituminous of VG 10 @ 5.% by weight of total mix to the weight of the total aggregate and mixed at plant and consolidated with 8 to 10 tonne road rooler to acquire required cost and carriage of all material loading and unloading up to site of work, testing charges for quality control during and after execution of work complete job

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.