Construction of link road from Nanidhar to Shankholi Km 0/0 to 2/600 (SH - Construction of Cross-Drainage works at various RDs in Km 0/0 to 2/600 i.e. 0/090, 1/611, 1/214, 1/742, 2/013, 1/904,2/267, 1/075, 1/113, 1/809 2/091 and c/o wing walls

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 1203.1:4:8(One cement: Four Sand:Eight graded stone aggregate) 40mm (Forty milimeter) 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 nominal mix1:2.5:5 (One cement : Two and Half Sand: five graded stone aggregate10mm to 40mm (Ten milimeter to forty milimeter) nominal size) in sub- structure complete as per drawing and Ministry of Rural Development technical specifications.clauses 802,804,805,806,807,1202 and 1204 including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer - in- charge.

Providing and laying reinforcement cement concrete pipe NP-2 for culverts on first class bending of granular materials in signal rough including fling collars with cement motar 1:2 but excluding excavation protection work back filling concrete and masonary work in head walls and parapets clause 1108 C-900mm dia including carriage of material in all leads and lifts as per the direction of the Engineer- In- Charge.

Back filling behind abutment, wing wall and return wall complete as per drawing and as per Ministry of Rural Development technical specification clause 1204.3.8 with granular material.including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Providing weep holes in brick/stone masonry/plain/ reinforcement concrete work abutment, wing walls, return walls with 100 mm ( One hundred milimetre) dia A/C pipe extending through the full width of the structure with slope of 1(One verical) : 20 (Twenty Horizetial) toward drawing face complete as per drawing and as per Ministry of Rural Development technical specification clause 614,709, 1204.3.7. including all leads, lifts a, carriage of materials and other incidentals complete as per entire satisfaction of the Engineer in charge.

AJAY CHAUHAN

Mast Ram Prasher

tarun sharma

natta ram

NARESH KUMAR

BAJURAM CONTRACTOR

JAGAT SINGH

M/S SURENDER NEGI