C/O link road from Powari to Kangrang via Bangenalang ,Bulgnreya Km 0.0 to 3.600 SH. C.O of 900mm 600mm dia R.C.C Hume Pipe culver at RD 1.585 1.635 1.870 2.060 and Catch pit M.S grill cover at RD 1.583 and C.O B.wall at RD 1.586.5 to 1.600 Under

Excavation in earthwork in hilly area all heights and depths, in all kind 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 precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited) as per technical specification clause 1603.1 including carriage and stacking of useful material for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge.

Earth work in excavation in foundation structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete within all leads, lifts carriage of material and other incidentials.

Providing and laying cement concrete 1:4:8 (One cement : four sand : eight graded stone aggregate 25mm (Twenty Five millimetre) nominal size) and curing complete including cost of form work in retaining walls/breast walls, as per drawing and technical specification clause 802, 803, 1202 & 1203 as per HPPWD specification within all leads and lifts and as per the direction of Engineer-in-charge.

Providing and laying plain cement concrete M-10 (ten) grade nominal mix 1:3:6 (one cement : three sand : six graded stone aggregate 40 mm (forty millimetre) nominal size) in open foundations and plinths as per drawings and technical specification for rural roads clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

20mm (twenty illimeter) thick cement concrete flooring 1:2:4 (one cement : two sand : four graded/crushed crushed stone aggregate 12.5mm (twelve point five millimeter) and below laidover base concrete and finished with a floating coat of neat cement (base concrete to be paid for seperately) complete in all respect and curing complete including carriage of materials within all leads and lifts.

Providing and laying 900mm (nine hundred millimetre) diametre reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand) but excluding excavation, protection work, backfilling, concrete and masonry work in head walls and parapets as per MORD technical specifcation clause 1106 complete within all leads, lifts carriage of material and other incidentials, as per direction of Engineer-in-Charge.

Providing and laying 600mm (Six hundred millimetre) diametre reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand) but excluding excavation, protection work, backfilling, concrete and masonry work in head walls and parapets as per MORD technical specifcation clause 1106 complete within all leads, lifts carriage of material and other incidentials, as per direction of Engineer-in-Charge.

Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stone of approved quality/quarry in foundation and plinth including leveling up with cement concrete 1:6:12 (one cement : six sand : twelve graded/crushed crushed stone aggregate 20mm (Twenty millimetre) nominal size) at plinth level in cement mortar 1:6 (one cement : six sand) including curing and carriage of materials within all leads and lifts complete in all respect as per direction of Engineer in Charge.

Providing weep holes in brick masonry/stone masonry/plain/ reinforced concrete abutment wing wall, return wall with 100mm.(One hundred milimetre) dia PVC pipe extneidng through the full with of the structures with slope of I (v) : 20(H) towards drawing face complete as per drawing and technical specification clause 614,709,12.04.3.7 within all leads and lifts and as per direction of Engineer-in-charge.

Back filling behind Retaining wall with granular material complete as per drawing and M.O.R.D. technical specification clause 1204.3.8. Including carriage of material within all lead and lifts and other incidentals.