Construction of link road from C/o link road from Gundha to Kiyana Km 0/0 to 7/450)

Amount

Excavation in earthwork in hilly area in all heights and depths, in all kind of soils by manual / mechanical means including saturated soil comprising of ordinary soil, soft rock, hard rock chiselling, wedging out of rock ( where blasting is prohibited) and their intermediate classification of soil setting out true to the required lines, grades, width camber and super elevation levels cutting and trimming of side slopes and level as show in the drawing and as directed by Engineer-in-Charge at site according to the MORD Technical Specification Clause 302,1603 and 1603.2 and sorting out useful materials and stacking, the same in all leads and lifts in acquired width of road and transportation of un useful material for filling in road ways, camber, embankments for grade improvements and disposal of all material to required width of the road or on approved dumping site through all modes of transportation including head load or animal transport or mechanical means along with its leveling fine dressing and carriage of machineries, materials , tools, equipments and safety measures incidentals necessary to complete the work by mechanical means and labour, if required all useful materials such as stone, shingle aggregate and slates etcetera. Shall be sort out stacked and measured. Recovery at the rate of Rs. 170/-(Rupees one hundred seventy) per cubic meter shall be effected from the bill, for the quantity actually measured or 2038.05 (Two thousandthirty eight point zero five) cubic meter on pro rata basis whichever is more. Any loss to the private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be compensated by him in all cases.

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 of plain cement concrete 1:4: 8 ( one cement : four sand: Eight graded crusher stone aggregate 25mm ( Twenty five millimeter nominal size) in open foundation complete as per drawing and technical specification Clauses 802, 803, 1202 and 1203 including the cost of form work and haulaging \carriage of all labours, equipments and materials to various location through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer-in-Charge. The rate including octroi, royality, malkhana, toll tax, GST or other taxes imposed by the Government. (Retaining Structure)

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications clause 1204.3.8 (One thousand two hundred point three point eight) including all leads, lifts or as directed by the Engineer-in-Charge. The rate including octroi, royality, malkhana, toll tax, GST or other taxes imposed by the Government.

Providing weep holes in brick/stone masonry/plain/ reinforcement concrete work abutment, wing walls, return walls with 100 mm ( One hundred millimeter) dia PVC pipe extending through the full width of the structure with slope of 1(One vertical) : 20 (Twenty Horizontal) toward drawing face complete as per drawing and technical specifications clause 614,709, 1204.3.7. Including all leads, lifts or as directed by the Engineer-in-Charge. The rate including octroi, royality, malkhana, toll tax, GST or other taxes imposed by the Government.

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 (ten) per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg(Twenty five kilograme) each as per drawing and technical specifications Clause 1301, Including all leads, lifts or as directed by the Engineer-in-Charge. The rate including octroi, royality, malkhana, toll tax, GST or other taxes imposed by the Government.

Carrage of excavated materials which required hauling for dumping at the proposed site , ncluding all leads, lifts or as directed by the Engineer-in-Charge.

Sandeep Chandel