Construction of Shillai Pashmi Bali Koti Kandyari road Km 0/0 to 12/0 (SH- C/o 5/7 Mtr wide road, Providing and laying essential C.D. works and Providing laying 90mm to 40mm size Grade-I in Km 5/600 to 12/0)(SW- Construction of C.D. works 900 mm d

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 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 concrete for plain/reinforced concrete M-10 (Ten) grade nominal mix1:3:6 (One cement : three Sand:six graded stone aggregate20mm (Twenty milimeter) nominal size) in open foundation complete as per drawing and as per Ministry of Rural Development technical specifications.clauses 802,803,1202 and 1203 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 reinforced cement concrete pipe 900mm (Nine hundred mimlimeter) dia NP2 (Two) for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 ( One cement : Two sand) but excluding excavation protection works backfilling concrete and masonry woks in head walls and parapets as per Ministry of Rural Development clause 1108. including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Providing and lying flooring laid over cement concrete bedding complete as per drawing and Ministry of Rural Development technical specification Clause 1303.(One thousand three hundred three) Rubble stone laid in cement mortor 1:3. ( One cement : Three sand) within all leads lifts.and carriage of material as per the direction of the Engineer- in- Incharge.

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.

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.

BAJURAM CONTRACTOR

SATISH KUMAR

jiwlu ram

THAKUR CONSTRUCTION