Restoration of rain damages to various roads under Shimla Division No.-II (SH - CO retaining wall for restoration of road on Khalini Jhanjidi road Rd 01/110 to 01/140).

Excavation in foundations, trenches etc. in all kinds of earth work including spade work, pick work, jumper work blasting work including where blasting is prohibited and chiselling/wedging out of rock etc. upto all lifts stacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm. layer when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as directed by Engineer-in-charge.

Disposal of surplus excavated earth by Mechanical with in all leads on approved dumping site of M.C. Shimla or otherwise including payment of prescribed charges of dumping to the owener of dumping site through all mode of transportation including head load animal load or mechanical means alongwith its leveling and to complete the work of mechanized means and labour (if any required).The dumping site to be arranged by the contractor entirely at his own risk and cost. All useful materials such as stones, aggregate and slates shall be sorted out and stacked along roads side any loss of the public/private property during the course of diisposal shall be the absolute responsibility of the contractor which shall have to be dully compensated by him in all respect as per direction of Engineer-in-Charge.

Providing and laying cement concrete 1:5:10 (1 cement : 5 sand :10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work including carriage of materials within all leads and lifts.: In Foundation and plinth

Providing and laying concrete for reinforced/ plain concret with shattering in open foundations complete as per drawing and technical specifications clause 802, 803, 1202 and 1203 including form work etc. carriage of materials in all leads and lifts as per directions of Engineer in charge (a) PCC M15 grade of cement concrete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing Tor steel reinforcement for Reinforced Cement Concrete work including bending, binding,cutting and placing in position complete including cost of binding wires completed and other incidentals due for its completion for all floors, within all leads and lifts of materials and other incidentals. Above plinth level upto all floor level including carriage of materials within all leads and lifts.

Backfilling behind abutment,wing wall and return wall complete as per specification clause 1204.3.8 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge a) Granular material.

Providing weep holes in brick masonry /stone masonry/plain reinforced concrete abutment ,wing wall return wall with 100 mm ( one hundred milimetre ) dia ,PVC pipe extending through the full width of the structure with slope of 1(v): 20 ( Twenty) ( H) towards drawing face complete complete as per drawing and technical specification clauses 614,709,1204.3.7 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.(GIII) Grading-III 53 mm to 22.4 mm. complete including carriage of materials within all leads and lifts as per direction of Engineer - in - charge.