Permanent-Restoration of Bridge at Check Drugmulla Hatmulla

Engagaement of JCB by Excavation of ditches in a regular manner by way of employement of JCB including Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km.

Supply and stacking of crushed graded stone agg. at site of size range 63-45mm @ 0.99 Cum/10Sqm, screening 13.2mm size @ 0.13 cum/10sqm and binding materials @ 0.06cum /10 sqm and subsequently Laying base course of WBM layer- 75mm thick with specified stone aggregate, stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8-10 tonne capacity to the required gradient and levels including all carriages of all materials from source to site of work

Providing and laying spreading compacting graded stone aggregate to wet macadam specification including preparing the material with water at OMC in mechanical mixing plant laying in uniform layers with paver in base course on well prepared surface and compacting with vibrator roller to achieve to required grade and camber including carriage of material involved to site of work complete crusher got from broken quarry metal grading 45mm to 22.4mm +30%22.40mm to 2.36 mm 40%2.36 to 75mm complete

Providing and applying tack coat using hot straight run bitumen of VG-10 grade incl. heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler/ Emulsion on new surface , cleaning & preparing the existing road surface to remove all dirt, dust, mud etc. & finally brooming the surface as per required specification complete job

Providing and laying of 50 mm thick BM with bitumen of VG-10 grade @3.5% and filler (lime) 34% by weight of total mix on prepared surfaces with specified grade stone aggregate. Hot mixing of bitumen with filler and stone aggregate. In hot mix plant transporting the mixed material with paver finisher and rolling with road roller as per IRC/ MOST/MORTH specification to achieve the desired density and compaction including cost and carriage involved from source to site of work completed including cost and carriage of bitumen complete (Profiling of road level/Patches/Stretches)

Providing and laying of 25 mm thick semi dense bitumenous concrete using stone aggregates of quality size and grading as specified in MORTH with straight run bitumen of grade 80/100 @5% by weight of total mix (@2.88kg/sqm) includng hot mixing transporting mixed material and laying with paver finishers to the required level and grade rolling with road roller of 8 to 10 ton capacity to acieve the required compaction and density including cost and carriage of all materials involved complete.

Providing and laying seal coat of premixed fine aggregate (passing 2.36mm 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.

Earthwork in excavation for foundation trenches in all types of soil, within all leads and lifts. Excavated earth to be used as refilling material in between crates , surplus material to be disposed off.

Supply and filling of Split Boulders/stones in wire crates of approved mesh size 5 mm SWG 4'' x 4" (crates to be tied with each other incl tipping of stones incl all equipment charges incl loading unloading all as per desired by Engineer in Charge incl cost of crates incl all carriages CJ; and Horizontal Crate

Earthwork in excavation for kunit cutting in foundation trenches in all types of soil, within all leads and lifts. Excavated earth to be used as refilling material in between crates , surplus material to be disposed off.