C/o Kharapather Chaindal Shilaroo road in K.M. 0/00 to 4/500

Amount

Preparation of sub-graded by dressing to camber (earth work) for the cutting involved for sub-graded to be paid for separately depending upon classification of soil completed as per HPPWD.

Consolidation of sub grade with road rolled i/c making good the undulation etc with earth or quarry soil etc. And re-rolling the sub-graded including all leads and lift as per HPPWD, Specification of 1990 volume -1 as directed by the Engineer-In-Charge.

Stone soling properly hand packed filling interstices with Kharanja stone and consolidating with power road roller to the required gradient and camber including spreading, watering and rolling of binding materials, moorum or earth etc including all leads and lifts, as per HPPWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.

WBM Grading 1:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bond macadom specification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80/100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the required dencity grading-I as per technical specification clause 405by mechanical means.

WBM Grading 2 :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bond macadom specification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80/100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the required dencity grading-II as per technical specification clause 405by Mechanical means.

Excavation in soil in hilly area by mechanical mean including cutting and trimming of side slops and disposing of excavated earth with a lift up to 150 meter and a lead up to 20 meter as per drawing and technical specification.

Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal stumps and other deleterious material and disposal up to a lead of 50 meter dressing of side and bottom and back filling in trenches with excavated suitable material

Providing and laying concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 in cement mortar 1:6:12 : ( 1 cement: 6 sand: 12 graded stone aggregate 40mm nominal size) material including all leads and lifts as per direction by the Engineer-in-chief

Providing and laying concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 in cement mortar 1:4:8: (1cement: 4 sand: 8 graded stone aggregate 25mm nominal size) material including all leads and lifts as per direction by the Engineer-in-chief

Random rubble stone masonry work in cement mortar in foundation complete as per drawing and technical specification clause 702, 704, 1202 and 1203 in cement mortar 1:6: (1 cement: 6 sand:) including all leads and lifts as per direction by the Engineer-In-Charge.

C/O dry rubble masonry for retaining walls, breast walls revetment walls and parapets etc. for sub structure and super structure complete as per drawing and technical specification clause 704.6 and 1302.5 material including all leads and lifts as per direction by the Engineer-in-chief

Providing and laying weep hole of retaining walls/breastwalls 100mm dia PVC pipes of working pressure not less than 4.52kg per sqm.as per drawing and HPPWD Technical specification including the cost of form work and hauling of material in all leads and lifts as per the entire or Engineer in charge

Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each.

SACHIN JABAIK

M/s Pardeep Sublaik

PIYUSH

RAJINDER CHAUHAN

Sachin Chauhan

Anil Chauhan