Construction of Wrestling Stadium at Baira (Pingla) Sub- Tehsil Bhadrota Distt. Mandi (HP)

Amount

Cutting in earth work in all kinds of soil such as pick work, jumper work, soft and hard rock including chiseling wedging out of rock (where blasting is prohibited ) if required and saturated soil and their intermediate classification of soil setting out true to the required line, grades, width cutting and trimming of side slopes and level as shown in the drawings and as directed by the Engineer-In-Charge at site and sorting out useful material and stacking the same in all leads and lifts on acquired width of the road and transportation of material for filling in road ways, camber, embankment, grade improvement and disposal of all surplus material in all leads and lifts to the approved dumping site through all modes of transportation including head load or animal transport or mechanical means alongwith its leveling and fine dressing complete in all height and depth. Any loss to public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his on cost in all cases. The work shall be carried out as per technical specification clause 1603.1 and 1603.2 and as per the entire satisfaction and direction of Engineer-in-charge.

Earth work in excavation in all kind of classification of soil in foundation of structures upto all depth/ height as per drawing and technical specification Clause 1104 includding 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 and disposal of all surplus excavated earth in specified site and direction of Engineer-in-charge complete.

Providing and laying cement concrete plain/ reinforced concrete 1:4:8 (one cement : four sand : eight graded crushed stone aggregate 25mm (twenty five millimetre) nominal size) with mechanically mixed and curing complete in open foundation complete as per drawing and MORD technical specification cluses 802,803,1202 and 1203 including form work for plain/ reinforced concrete work including carriage of material within all leads, lifts and other incidental charges.

Providing and laying cement concrete plain/ reinforced concrete 1:6:12 (one cement : six sand : twelve graded crushed stone aggregate 40mm (forty millimetre) nominal size) with mechanically mixed and curing complete in open foundation complete as per drawing and MORD technical specification cluses 802,803,1202 and 1203 including form work for plain/ reinforced concrete work including carriage of material within all leads, lifts and other incidental charges.

Stone masonry in cement mortar for substructure complete as per drawing and technical specification clauses 702,704,1202 and 1204 coursed rubble masonry (1st sort) in cement mortar 1:6 (one cement: six sand) and curing complete including carriage of materials with in all leads and lifts and direction of Engineer- in- Charge.

Stone masonry in cement mortar in foundation complete as per drawing and technical specification clauses 702,704,1202 and 1203 coursed rubble masonry (1st sort) in cement mortar 1:3 (one cement: three sand) and curing complete including carriage of materials with in all leads and lifts and direction of Engineer- in- Charge.

Providing and laying cement concrete plain/ reinforced concrete 1:5:10 (one cement : five sand : ten graded crushed stone aggregate 40mm ( forty millimetre) nominal size) with mechanically mixed and curing complete in open foundation complete as per drawing and technical specification cluse 802,803,1202 and 1203 including form work for plain/ reinforced concrete work as per drawing and HP,PWD technical specification including carriage of materials with in all leads and lifts and direction of Engineer- in- Charge.

Providing weep holes in brick masonry / Stone masonry / plain/reinforced concrete in retaining walls, breast walls and the like with 110mm ( One hundred ten) dia PVC (Polyvinyl Chloride) pipe extending through the full width of the structure with slope of 1 vertical : 20 horizontal towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 in all leads and lifts and carriage of material by all modes of transportation as per the direction of Engineer- in-Chrage.

Back filling behind retaining walls, breast walls, abutments, wing walls and return walls complete as per drawing and technical specifications clause 1204.3.8 in all leads and lifts and carriage of materials by all modes of transportation and as per direction of Engineer-in-Charge.

Providing and laying cement concrete plain/ reinforced concrete 1:2:4 (one cement : two sand : four graded crushed stone aggregate 20mm (twenty millimetre) nominal size with mechanically mixed and curing complete in open foundation complete as per drawing and technical specification cluses 802, 803, 1202 and 1203 including form work for plain/ reinforced concrete work as per drawing and HP.PWD, technical specification including carriage of materials with in all leads and lifts and direction of Engineer-in-Charge.

Providing and laying red sand stone slab flooring 40mm (forty milimetre) average thick on 20mm (twenty milimetre) average thick base of cement mortar 1:4 (one cement : four sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and granite polish finish complete in all leads and lifts and carriage of materials by all modes of transportation and as per direction of Engineer-in-Charge.

YOG RAJ SHARMA

Ajay Kumar Thakur

Kumar Associates