C O link road to Vill. Brateli Km. 0.0 to 1.0

Amount

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. in ordinaryrocks up to 3 mtr depth within all leads an d lifts as per directions of Engineer in charge

Stone soling masonry hand packed filling interstices with kharanja stone and consolidating with power rod roller to the required gradient and camber including spreading watering and rolling of binding material moorum of erarth etc complete as per HP.PWD specification 230mm spread thickness finished work including materials and labour complete includin g carrige of materials within all leadsa and lifts as per directions of Engineer in charge

Providing and laying cement concrete 1:6:12 (one cement six sand twelve graded stone aggregate 40mm nom inal size for plain/reinforced concrete in open foundation complete as per drawing and technical sp[ecification cause 802,803,1202 and 1203 including carrige of materials within all leads and lifts as per directions of Engineder in charge

Providng cement concrete plain reinforcement concrete in open foundation complete as per drawing and technical specification 802,803,1202,1203 (1:2:4)within all leads and lifts as per directions of Engineer in charge

Providing cement concrete plain reinforcement concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 ,1203 (!:1:5:3)within all leads and lifts as per directions of Engineer in charge

Supplying and fixing and placing HYSD Bar Reinforcement in super structure complete as per drawing and tchnical specification within all leads and lifts as per directions of Engineer in charge

Back filling behind abutement wing wall an d regturn wall complete as per drawing and technical specification clause 1204.3.8. within all leads and lifts as per directions of Engineer in charge

Providing and laying mechanical mixed and vibrated cement concrete for plain/ reinforced concrete in open foundation for all type of structure complete of plain cement concrete nominal mix 1:4:8 (One cement: four sand : eight graded crushed stone aggregate)25 mm specification clauses 802,803,1202 and 1203 as per direction of Engineer-in-Charge including carriage of material through all modes of transportion with in all leads and lifts and other incidentials.

Providing and weep hole in brick stone masonry plain reinforced concrete wing wall with 100mm dia AC pipe extending to the full width of the structure with slope of i(V) -20 (H) towards drawing and technical specifcation as per directions of Engineer in charges

Grangular sub base //base /surface course with local materials (table 400.13)by mix in place method nominal construction granular sub base by providing local materials spreading to conform layer with motor grader on prepared surface mixing by mix in place method with retvator of once and compacting with smooth wheel roller to achieve the desired density complete within all leads and lifts as per directions of Engineer in charge

SHOORVEER SINGH

Kishori Lal