Providing CC interlocking pavements in road and channels in drain from old MC office to IPH office side in ward no. 2 Nalagarh .

Amount

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 By Manual Means in Bituminous Courses with in all leads & lifts, carriage of material & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.

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 and backfilling in trenches with excavated suitable materialwith in all leads & lifts, carriage of material & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.

Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4 with in all leads & lifts, carriage of material & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203 in cement concrete 1:6:12 with in all leads & lifts, carriage of material & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.

Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 with in all leads & lifts, carriage of material & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.

Providing weaphole in brick masonary / stone masonary / plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7. with in all leads & lifts, carriage of material & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.

Boulder filling behind abutment, wing wall & return wall complete as per drawing & technical specification clouse 1204.3.8 granular material with in all leads & lifts, carriage of material & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.

Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 with in all leads & lifts, carriage of material & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular subbase 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 Gravel mix soil using with in all leads & lifts, carriage of material & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. with in all leads & lifts, carriage of material & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.

Providing and laying cement concrete 1:2:4 (1cement: 2sand: 4 graded stone aggregate 40mm nominal size) and curing complete including cost of form work in foundation and plinth including carriage of materials with in all leads & lifts, carriage of material & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.

Laying cement concrete Channels (burried conducts) on first class bedding of granular material including fixing with cement sand morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work. channels 300 mm dia in drain with in all leads & lifts, carriage of material & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.

Laying cement concrete Channels (burried conducts) on first class bedding of granular material including fixing with cement sand morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work. channels 150 mm dia in drain complete with in all leads & lifts, carriage of material & other incidential complete in all respects as per entire satisfaction of engineer-in- charge.

Ravinder Kumar