Construction of R/Wall , Boundary wall on link road to khud km. 0/00 to 4/00 (SH - 5/7 mtr. Wide formation cutting at km. 0/330 to 0/405 and C/O R/wall and B/Wall at RD. 0/390 to 0/405)

Amount

Excavation in earth work in hilly area all heights and depths in all kinds of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precaution against soil erosion, damage to hill side, water pollution etc. and protect stability of hill side, track shall be excavated with chiseling and wedging out of rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge in conformity with the requirement of technical specification for rural road and clause 1603.1 & 1603.2 (One thousand six hundred three point one & One thousand six hundred three point two) to achieve designed formation width including and stacking of material useful for constrction at suitable sites and safe disposal & dumping to be arranged by the contractor of unsuitable cut material in specified manner, timmimg, filling of unevenness, blindage and finishing of the road to specified dimension or as directed by the Engineer-in -Charge for smooth riding. The recovery of the stones whether useful or not, for 99.23cum (Ninety nine point twenty three) cum. ln any case failing which recovery @170/- per cum shall be effected on pro-data basis.Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to duly compensated by him in all cases.

Earth work in excavation for structure as per drawing and technical specification clause 305.1including setting out, costruction of shoring and bracing,removoval of stumps and other deleterious material and disposal upto a lead of 50 metres dressing of sides and bottam and back filling trenches with excavated suitable material including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and specification clause 802,803,1202 & 1203 PCC 1:4:8 40mm including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in Charge.

Backfilling behind abutment ,wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 with granular material including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in Charges.

Providing weep holes in brick masonry/stone masonery plain/reinforced concrete abutment wing wall ruturn wall with 100mm dia PVC pipe extending throught the full width of the structure with slopes of i(V):20(H) towards as per drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 .including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in Charges

Hitender Tomar