C/O Link road to Shakli Naddu road km, 0/0 to 1/0

Amount

Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per HPPWD, specification of 1990 Volume-I, or as directed by the Engineer-In-Charge.

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 any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitable material.useful material available from excavation to be properly stacked and handed over to the department free of cost including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge

Providing and Laying concrete concrete 1:6:12 (1cement: 6 sand: 12 graded stone aggregate 40mm nominal size)for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge

Providing and Laying concrete concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge

Random rubble masonrystone masonry(un-coursed/brought to courses)with hard stone ofapproved quality in foundation in cement mortar 1:6(1cement:6sand) complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.including all leads and lifts, or as per HPPWD,. Specification of 1990 Volume-I, asdirected by the Engineer-In-Charge.

Construction of dry rubble masonary for retaining walls, breast walls,revetment walls and parapets etc. for sub-structure and super structure complete as per drawing and technical specification clauses 704.6 & 1302.5 including all leads and lifts, as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge

Back filling behind abutment wing wall and return complete as per drawing and technical specificastion including all leads and lifts, as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge.

Preparation of sub grade by dressing to camber 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 and as per direction of Engineer-in-Charge.

Consolidation of sub grade with road roller including making good the undulation etcetra with earth or quarry soil etcetra and rerolling the sub-grade completed as per HP.PWD specificationsand and as per direction of Engineer-in-Charge.

stone soling properly hand packed filling interstices with kharaja stone and consolidating with power road roller to the required grasdient asnd camber inclujding spreading and watering and rolling of binding materials moorum or earth etc complete as per Hp.PWD specification 150mm spread thickness (finished work including materils and labour )within all leads and lifts ass per driection of Engineer in charge

Ranvir Tegta