Restoration of rain damages on road Navbahar to Ritz cineemma Km 0.0 to 3.510 SH Construction of MS road side railing, edge wall and side drain at Rd 1.790 to 1.815 under Sub division NoV)

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 metre.s 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.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20mm nominal size) complete within carriage of material in all leads and lifts.

Randam rubble masonary ( un coursed/ brought to coursed) with hard stones of approved quality including levelling with cement concrete 1:6:12 ( 1 cement : 6 sand :12 stone agregate 40 mm nominal size) in cement mortor 1:6 (1 cement :6 sand)in foundation and plinth including rakingout joints Including carriage of material within all leads and lifts all heights as per the direction of the Engineer-in-Charge

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 3 masonry/plain reinforced concrete abutment wing wall retum 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.

Steel work welded in built up HOLLOW sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.

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 an stacked along roads side any loss of the public/privat property during the course of diisposal shall be the absolum responsibility of the contractor which shall have to be du compensated by him in all respect as per direction Engineer-in-Charge.