Restoration of road Cut conducted by SnD Division 1st for Providing and Laying of 450mm dia RCC Spun Pipe including Construction of Main Hole from Aali Masjid to Infall Station on Dr. Ali Jaan Road under 8443-Deposit Contribution.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

Supply and Filling in plinth with fine sand under floors including watering ramming consolidationg and dressing complete

P/L GSB OF REQUIRED SIZE INCLUDING DRESSING WATERING CONSOLIDATION WITH ROAD ROLLER/HAND ROLLER INCLUDING LEVELING THE SURFACE COMPLETE JOB

P/Lwbm 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 grading clause 406 of MORTH specification including mixing of crushed aggregate with pre determined quantity of water and rolled with vibratory roller 8 to 10 tonne speed of which shouldn't exceed 5km/hr each layer and rootling should continue till 90% of density is achieved to approved line grades and x-sec including all leads lifts and carriage of material upto site all taxes material cost complete job (as per clause 406 of MORTH specification) 75 mm thick

P/A 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 & preparing the existing surface as per specifications(bitumen @0.75kg/sqm) ON WBM SURFACE

P/A 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 & preparing the existing surface as per specifications(bitumen @0.50kg/sqm) ON BT SURFACE

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 @3.5% 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. rolling with 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.

P/L seal coat as per the sepcification of morth 0.025 mm and passing to 18 no, seive with with vg grade10 bituminious to b mixed in well equiped ht mix plant and transportation of same by mechanical mean to work of side and laid with paver finisherwith 8-10 cacity road rollar to achieve required density and camber inciding al carriage, invoveled up to work of site complete job.