Design Fabrication and Erection of Seating Arrangement and allied works in the Sports Stadium Paddar Kishtwar

Amount

Site Preparation Earthwork in excavation by manual means over area for leveling purpose including disposal of excavated earth up to 50m from cutting edge and should be disposed in near-by all kind of soil Foundation for columns = 13 x (2 x 2 x 4) = 208ft3 Foundation for Plinth = 260 x (1 x 1.5 x 1) = 390 ft3 i.e. 16.86M3

Providing and laying of cement concrete (1:3:6) using 20mm nominal size nallah stone. Foundation for columns = 13 x (2’ x 2’ x 2’) = 104 ft3 i.e. 2.93M3 Foundation for Plinth = 260 x (3’ x 1.5’ x 1’) = 1170ft3 i.e. 32.99M3 Flooring = 1500 ft3 i.e. 42.33 M3

Steel for Plinth including cost of cutting, propping, straightening, bending. The job includes cost of material, tools and tackles, skilled labour and all taxes as applicable.

Wire Mesh for Flooring by way of laying of wire mesh with 01 inch aperture for the floor. The job includes cost of material, tools and tackles, skilled labour and all taxes as applicable.

Filling the surface by means of rubble masonry by means of Dry rubble masonry along with 01 coat of coarse sand for making surface for laying of position cement concrete. The job includes cost of material, tools and tackles, skilled labour, carriage and all taxes as applicable. Complete Job 100 x 30 x 01.5 = 4500 cft i.e. 126.9M3

Steel work welded in built up section/ framed work including cutting, hosting structural steel. In gratings, frames, guard bard, ladders, railings etc for MS Frame Seating arrangement for 08 rows along with 03 No stair case by means of metal welding. 1. 06 No. Column (300 x 300 x 10) = 158 ft i.e. 48.15 mtr @ 57.90 Kg/mtr = 2788.37 Kg 2. 07 No. Column (150 x 150 x 10) = 175 ft i.e. 53.34 mtr @ 43.60 Kg/mtr = 2325.62 Kg 3. MS Pipe (25 x 25 x 3.2) = 1712 ft i.e. 521.81 mtr @ 2.05 Kg/mtr = 1069.72 Kg 4. MS Pipe (60 x 60 x 3.2 mm) = 1128 ft i.e. 343.81 mtr @ 5.57 Kg/mtr = 1915.04 Kg 5. Platform (25 x 25 x 3.2 mm) = 1980 ft i.e. 75.24 mtr @ 2.05Kg/mtr = 154.24 Kg 6. MS Flat (40 x 06 mm) = 4320 ft i.e. 1316.73 mtr @ 1.9 Kg/mtr = 2501.78 Kg 7. Bottom Support (50 x 50 x 3.2 mm) = 1243.41 ft i.e. 378.99 mtr @ 4.56 Kg/mtr = 1728.20 Kg 8. MS Stairs of width 04 feet in middle and 02 stairs of width 03 feet at 02 sides = 1441.52 Kg Total Weight = 13924.46 Kg

Fabrication & Fixing of MS Fencing around the two sides of the Seating Arrangement of the Cricket Stadium by means of MS-wire mesh structure having an square aperture of 2 inch. The job includes fixing the wire mesh frames with the Poles of the Ground by means of metal welding. Total Wire Mesh for the 1500 sft i.e. 139.35 M2 The complete Job includes cost of material, tools and tackles, skilled labour. Complete Job

Painting of the Complete Structure by means of 02 coats of metal primer and 02 coats of enamel paint of prescribed color. Complete job

Transportation / Carriage of Material Sand, Crushed Stone, Cement, MS Steel etc

M/S FIRST CHOICE SPAREPARTS AND AUTOMOBILE WORKS