Providing and laying interlocking pavers at different RDs (water logged area) at Phase 1,2 and 3 at Ind. Area Gagret, Distt. Una (HP).

Amount

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 any lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Preparation of sub grade by dressing to combor (Earth work for the cutting involved for sub-grade to be paid for separately) depending upon the classification of soil completed as per HP.PWD specifications including Carriage of material with in all leads and lifts.

Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD including Carriage of material with in all leads and lifts.

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 with motor grader 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 including Carriage of material with in all leads and lifts.

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 Carriage of material with in all leads and lifts.

Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 Nominal mix 1:4:8 (1cement :4 Sand :8 graded stone aggregate 40mm nominal size) including Carriage of material with in all leads and lifts.

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm ISI Marked as per drawings and Technical Specification Clause 1504 including Carriage of material with in all leads and lifts.

Sachin Kumar

Dharam Pal Govt. Cont.

A K CONSTRUCTION

Kapil Rana