R R Damage on Madharli Narain Breshtu Gharala via thana road km RD 0 00 to 7 00 SH C O B Wall in at RD 4 2154 240 4 560 4 590 wire creat at RD 5 655 5 680 and causeway at RD 5 685

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 of boulder apron laid in wire crates with 4mm dia GI wrie 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 specification Clause 1301

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)

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

Plain/reinforced cement concrete (1:3:6) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.

Stone soling properly hand-packed filling interstices with spalls and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 150 mm spread thickness (finished work including materials and labour)

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