R R Damages on link Road village Siao km 0 00 to 3 500 SH C O R Wall at RD B Wall at RD 0 850 to 0 875 R Wall at RD 1 655 to 1 675 P L 900mm Dia hume pipe culvert at RD 0 350 at RD 0 440 with wing walls 7 50 mtrs wide both sides kharanja sto

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)

Construction of dry masonry in retaining walls, breast walls etc., as per HPPWD specification

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

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

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

Pointing with cement mortor (1:3) on stone work as per drawing and technical specification cluse 613 and 1204

Preparation of sub grade by dressing to combor (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HP.PWD specifications.

Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD specifications

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)