Construction of 65.00 Metre span Suspension type Foot Bridge over Dehar at RD. 0/040 from Kotla Ballah Baded road to connect Ballah Village

Amount

Earth work in excavation in foundation trenches for structures of bridge work in all heights and depths in all kinds of soil including saturated soil, comprising of mixed soil, ordinary rock and hard rock as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable material in compacted layers not exceeding fifteen centimetre thickness. All work of rock cutting by blastinging shall be carried out by taking all necessary precaution against soil erosion damage to hill side water pollution etcetera and to protect stability of hill slop, rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to level, side slopes, width, as shown on the drawings or as directed by the Engineer-in-Charge, hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, including carriage of materials with in all leads and lifts and other incidentals as directed by the Engineer-in-Charge as per MORTH technical specification clause 304. 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 and other causes it shall be removed by suitable diversion bailing out or pumping as directed and the area of the foundation shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Providing and laying mechanically mixed and vibrated reinforced cement concrete in sub structure in open foundation Grade M-20 (M-Twenty ) designed mix with cement contents not less than 250kg (Twe hundred fifty kilogrammes) per cubic metres with 20mm (Twenty millimeters) nominal size crushed/broken stone aggregate in abutments, return walls (in sub structure) as per drawings and MORTH technical specification clause 1500, 1700 and 2200 and curing complete including cost of form work but excluding cost of reinforcement including hauling of materials in all leads and lifts and other incidental, as per the entire satisfaction and directions of Engineer-in-Charge. The rate is including of octroi, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated reinforced cement concrete Grade M-20 (M-Twenty ) design mix with cement contents not less than 330kg (three hundred thirty kilogram) per cubic metres with 20mm (Twenty millimeters) nominal size crushed stone aggregate on ground or under water including pumping or bailing out water dewatering, removal of slsuh which may arrise at time of laying concrete in all heights/depths in abutments, return walls (in sub structure) as per drawings and MORTH technical specification clause 1500, 1700 and 2200 and curing complete including cost of form work but excluding cost of reinforcement including hauling of materials in all leads and lifts and other incidental, as per the entire satisfaction and directions of Engineer-in-Charge. The rate is including of octroi, royality, Malkana, toll tax, sale tax GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain concrete in open foundation for all type of structure complete of plain cement concrete nominal mix 1:3:6 ( One cement : three sand : six graded crushed/ broken stone aggregate 40mm ( Forty millimetre) nominal size on ground or under water including curing complete including pumping or bailing out water , dewatering removal of slush as required at site which may arise at the time of laying concrete in all heights/ depths including the cost of form work as per drawings and M.O.R.D. technical specification section 800, 900 and 1200 as per the direction and entire satisfactions of Engineer-in-Charge Including carriage of material within all leads and lifts and other incidental. The rate is including of octroi, royality, Malkana, toll tax, sale tax GST or other taxes imposed by the Government.

Supplying fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and M.O.R.T.H. technical specifications section 1600 and 2200 including cutting, bending, binding and placing in position complete in all respect including cost of binding wire upto any floor level as per the directions of the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, sale tax GST or other taxes imposed by the Government.

Rohit

raman kant sharma

SEWA SINGH