Road development from Jangalia to Rangapania

Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504.

Tack coat using hot straight run bitumen og grade VG-30 on bituminous surface, providing and applying tack coat using hot straight run bitumen, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 Kg/Sqm.

Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm o 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheeled roller 8-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A Type B or Type C or Type D as per MoRD Technical Specification Clause 508 (I) By manual means , Bitumen VG- 30 (60/70))

Seal Coat: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510: (a) By Manual means: type D (premix with fine sand), Bitumen of VG-30

Clearing and Grubbing Road Land. Clearing and grubbing road land includinguprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto300mm, removal of stumps of such trees cut earlier and disposal ofunserviceable material and stacking ofserviceable material to be used or auctioned, upto a lead of 1000 mincluding removal and disposal of top organic soil not exceeding 150mm in thickness as per MoRD Technical Specification clause 201. In area of non-thorny jungle

Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including settingout, constructionof shoring&bracing, removal ofstumps&other deleteriousmaterial anddisposal upto a lead of 50m,dressing of sides & bottom and backfilling in trenches with excavated suitable material. Without dewatering. upto 3 m depth.

Filling in foundation trenches as per drawing &MoRD technical specification Clause 305.3.9, 1200. Sand filling

Providing concrete for plain concrete (using jhamabrick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). P.C.C grade M 10 (using jhama brick aggregate). (i)Nominal mix 1:3:6.

Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering, staging etc. but excluding reinforcement) Brick masonary in cement mortar 1:4 in case of brick pitching.

Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204.