Renewal Coat Macadamisation of road Kakapora to Pakherpora , Kakapora Zewa and Rehmoo Kamrazpora Package No JK10-160, Length 11.85 KM, Carriage Way width 3.75m, under C and T Head 2025-26, PMGSY Division Pulwama

Part A:- Initial Rehabilitation

Wet Mix Macadam (WMM)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. including cost and carriage of all materials from approved source to site of work with all leads lifts, loading, unloading and Octori (finished work to be measured) complete job

Providing and laying 50mm thick bituminius macadam with hot mix plant using crushed aggregate of grading as per table 500.4 premixed with bituminious binder, transported to site of work upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per technical specificaion clause 504 including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octori (finished work to be measured) complete job

Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical specification clause 307. By mechanical means

Construction of shoulder by way of laying of Granular sub-base / base / surface course with local materials (Table 400.13)by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers manually on prepared surface , mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel. ( Complete Job Finished item to be Measured).

PCC Drain

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom ordinary soil. upto 3 m depth Finished work to be measured, complete Job)

Type B (First Class) Bedding: Laying (First Class) bedding of well compacted sand, moorum or approved granular material as per Clause 1105 Finished work to be measured, complete Job)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6) Finished work to be measured, complete Job)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-15 Nominal mix 1:2.5:5). Finished work to be measured, complete Job)