R R Damages on Pujarli koti Saraidhar road km RD 0 0 to 16 00 SH C O B Wall at RD 0 525 0 552 1 900 1 910 1 555 1 570 SH C O Hume Pipe Culvert at RD 14 117 with wing wall 6 00 mtr both side

Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1

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 material.

Providing and laying cementconcrete 1:6:12 (1 cement:6 sand :12 graded stone aggregate 40 mmnominal size) and curing completeexcluding cost of centring andshuttering in:09160100 Foundation and plinth:

Providing and Laying concrete for plain/reinforced concrete 1;4:8 (One cement:Four sand eight graded 40mm (forty milimeter nominal size ) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of material with in all leads and lifts as per direction by the Engineer-In-Charge.

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:6)

Plain /Rainforced cemrnt concrete in sub structure as per drawing and technical specification clause 802 ,804, 805, 806, 807, 1202 and 1204 PCC 1:2:4

Providing and laying reaiforced cement concete pipe NP2for culverts on first class bedding of granular material in single row including fixing collar with cement mortor 1:2 but excluding , protection work s, backfillng , concrete and masnary works in head walls and parapets cluse 1106

Providing Weepholes in brick masanory/Stone masnory , plain /rainforced concrete abutment ,wing wall, return wall with 100mm Dia AC pipe extending through the full wirth of the structures with slope of 1(V) :20 H toward drawing face complete as per drawing and technical specification clause 614 ,709, 1204.3.7

Back filling behind retaining walls including all leads and lifts.,as per HPPWD,specification of 1990 volume-I as directed by the Engineer -in-Charge