Construction of Bus Stand at Sandhol, Tehsil - Sarkaghat, Distt- Mandi (HP)

Amount

Excavation in foundation and trenches in all heights and depths and in all kinds of soil including saturated soils comprising of pick work, jumper work, pick jumper work, blasting work both in soft and hard rock, chiseling / wedging out of rock (Where blasting is prohibited) and their intermediate classification of soil setting out true to the required lines, grade, width, cutting and trimming of side slopes as shown in the drawing and if water is met within the excavation due to springs, seepage, rain and other causes it shall be removed by the suitable diversion pumping or bailing out and excavation shall be kept dry wherever so required by the contractor at his own cost as directed by the Engineer-in-charge and disposal of all surplus excavated soil in acquired width or at an approved dumping site including its stacking leveling dressing in all leads and lifts by head-load, mechanical transportation or by any other mode of transportation with all cost of labours, machineries and other incidentals to complete the work as per HPPWD specification Any loss to the public and private property during the course of execution and disposal of unserviceable material shall be absolute responsibility of the contractor which shall have to be compensated by him in all cases.

Excavation in earth work, in all classification of such as pick work, pick jumper work , blasting work, jumper blasting work, soft and hard blasting and saturated soil, de- watering, including wedging out rocks where blasting work is prohibited, chiseling or any other mixed variety of soil, de-watering and/or removal of such and all heights clear from the edge of the excavation and then disposing of all surplus excavated earth up to approved dumping site, disposed earth to be levalled and neatly dressed. Any loss to the public and private property during the course of execution and disposal of unserviceable material shall be absolute responsibility of the contractor which shall have to be compensated by him in all cases as per entire satisfaction of the Engineer-in charge.

Providing form work with steel plates 3.15mm (Three point fifteen milimetre) thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling level and removal of the same for insitu-reinforced concrete & plain concrete work up to all heights including all leads, lifts and carriage of materials and as per entire satisfaction of the Engineer-in charge. a) in Foundation, footings basis of columns etc. and mass concrete

In Flat surfaces such as soffits of suspended floors, roofs, landings and the like Floors etc.upto all thickness

Columns, pillars, posts and struts Square, rectangular or polygonal in plan

Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1 Mtr. in depth in all heights from floor.

Edges of slabs and breaks in floors and walls: Under 20 cm. wide.

Providing and laying cement concrete 1:4:8 ( One cement: Four sand: Eight graded stone aggregate 40mm (Forty Milimetre) nominal size) mechanically mixed and curing complete excluding cost of form work in Foundation and plinth including all leads, lifts and carriage of materials and as per entire satisfaction of the Engineer-in charge.

Providing and laying cement concrete 1:6:12 (One cement: Six sand : Twelve graded stone aggregate 40 mm (Forty milimetre nominal size) mechanically mixed and curing complete excluding cost of centring and shuttering in Foundation and plinth including all leads, lifts and carriage of materials and as per entire satisfaction of the Engineer-in charge.

Providing and laying cement concrete 1:2:4 (One cement:Two Sand: Four graded stone aggregate 20mm (Twenty Milimetre nominal size) mechanically mixed and curing complete excluding cost of form work in: Foundation and plinth including all leads, lifts and carriage of materials and as per entire satisfaction of the Engineer-in charge.

Providing and laying cement concrete 1:1.5:3 (One cement : One and half sand : Three graded stone aggregate 20mm. (Twenty Milimetre nominal size) mechanically mixed and curing complete excluding cost of form work and reinforcement for feinforced concrete work including all leads, lifts and carriage of materials and as per entire satisfaction of the Engineer-in charge. (i) in Foundation footings bases of columns and the like and mass concrete. including all leads, lifts and carriage of materials and as per entire satisfaction of the Engineer-in charge.

In Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level.

In Column, pillars, posts and struts upto floor two level

Providing Tor steel reinforcement for R.C.C. Work including bending, binding and placing in position complete upto floor two level including all leads, lifts and carriage of materials and as per entire satisfaction of the Engineer-in charge.

Boulder filling dry hand packed tightly under floors including all leads, lifts and carriage of materials and as per entire satisfaction of the Engineer-in charge.

MNBN Enterprises

Vipen Kumar

RAVI CHAND ANAND

Vidya Infrastructure and Developers

RGIENTERPRISES