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| 1 | Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.9 Cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections including all lifts and combined lead up to 30 meters (Pb. C.S.R. Ref. No.6.19) (L/R) |
| 2 | Cement concrete 1:5:10(b)With stone aggregate 40mm gauge(ii) mixing by mechanical means using concrete mixer volumetric type(Pb. CSR Ref. No. 10.9(b)(ii) (T/R) |
| 3 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth(Pb. CSR Ref. No. 11.3) (i) (T/R) |
| 4 | Damp proof course 7.5 Cm thick cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded (Pb. CSR Ref. No. 10.25)(T/R) |
| 5 | First class burnt brick work laid in cement sand mortar 1:4 in first story up to 4 meters above plinth level (Pb. CSR Ref. No. 11.8) (i) (T/R) |
| 6 | First class burnt brick work laid in cement sand mortar 1:4 in first story up to 4 meters above plinth level (Pb. CSR Ref. No. 11.8) (i) (T/R) using old recovered bricks |
| 7 | 20mm thick cement plaster 1:5 in two coat work (CSR Ref: -15.21((T/R) |
| 8 | Applying priming coat with metal primer on new steel or iron work including preparation of surface(Pb. CSR Ref. No.16.20)(T/R) |
| 9 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.(Pb. CSR Ref. No.16.17) (T/R) |
| 10 | Steel work, fixed independently without connecting plates, including cutting, hoisting & fixing in position (c) Tees, angle& channels (Pb. CSR Ref. No.18.1 c) (T/R) |
| 11 | Cement pointing 1:3 deep variety (Pb. CSR Ref. No.15.60)(T/R) |
| 12 | Finishing walls with cement-based water-soluble exterior paint such as snowcem, robbia cem etc. two or more coats to give an even shade (Pb.C.S.R.Ref.16.13) (T/R) |
| 13 | Welding by gas or by electric plant, including carriage to and from workshop etc (Pb. CSR Ref. No. 18.28) (T/R) |
| 14 | Cement concrete 1:2:4a. With stone ballast or shingleii. mixing by mechanical means using concrete mixer volumetric type(Pb. CSR Ref. No. 10.13 a (ii) (T/R) |
| 15 | Dismantling Concrete (Lime concrete, cement concrete of 1:6:12 or leaner mix (Pb. CSR Ref. No. 8.6 (a) (L/R) |
| 16 | Dismantling brick work tile masonry or tile lining. (b) In cement (Pb. CSR Ref.No.8.5 (b) (L/R) |
| 17 | Scraping: -Bricks dismantled from brick work in lime or concrete Ref (8.31e) (L/R) |
| 18 | Carriage charges: -Carriage of malba Distance 5 KMs: :( from site to dumping ground)Earth, Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish, Earth. (Pb. CSR Ref. No.5.2 (i) (L/R) |
| 19 | Loading and un loading charges By mechanical means Stone (building or pitching) Sand, Earth, Fly ash, bazri Shingle, Spalls, brick bats, Brick Ballast and stone metal. (Pb. C. S. R. Ref. No. 4.1(A)) |
| 20 | Removal of wild growth along the boundary wall Both sides Jungle clearance (Pb. C. S. R. Ref. No. 26.23) |
| 21 | Providing & fixing concertina coil fencing with punched tape concertina coil 600mmdia 10 meter openable length (total length90 m) having 50 Nos. rounds per 6.00 meter length upto 3.00 meter height of wall with existing angle iron Y-shaped placed 2.4m or3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire, studied with G.I .staples& G.I .clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete ,as per directions of the E.I.C. with reinforced barbed tape (RBT)/spring core (2.5mm thick) wire of high tensile strength of165 Kg./sq.mm with tape (0.52mm thick) and weight 43.478 gm/metre. (NS Item) |
