Restoration of rain Damages to link road from Jakhana Sharli Manpur Km 0/0 to 7/750 (SH-

Amount

Earth work in execavation of foundation of structures as per drawing and Ministry of Rural Development for rural roadsTechnical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material . If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases. including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clauses 802,803,1202 and 1203.PCC 1:6:12(One cement: Six Sand: Twelve graded stone aggregate)40mm nominal size including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clauses 802,803,1202 and 1203.1:4:8(One cement: Four Sand:Eight graded stone aggregate)25 mm (Twenty five milimeter) nominal size including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge.

Stone masonry in cement mortar for substructure complete as per drawing and technical specification clauses 702,704,1202 and 1204 random rubble masonry (Ist Sort) in cement mortar 1:6).including carriage of materials in all leads and lifts as per the dirction of the Engineer-in-Charge.

Construction of dry rubble masonary for retaining walls,Breast walls,Revetment walls and parapets etc. for sub structure and superstructure complete as per drawing and technical specification clause 704.,6 and 1302.50 including carriage of materials in all leads and lifts as per the direction of Engineer-in-Charge.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm ( One hundred milimeter) dia AC pipe extending through the full width of the structures with slope of 1(One vertical):20(Twenty Horizential) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7, including all leads, lifts and carriage of materials complete as per entire satisfaction of the Enginee- in- charge

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 with granular material.including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

RAGHUBIR SINGH

Khatri Ram

SURENDER SINGH

SUNIL DUTT