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| 1 | Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around:-For semi-conglomerate soil of the nature of pick jumper work. |
| 2 | Cement concrete 1:2:4With stone ballast or shingle mixing by manual means |
| 3 | Cement Cocrete 1:4:8 with stone aggregate 40 mm gauge mixing by mechanical means using concrete mixer volumetric type. |
| 4 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth |
| 5 | First class burnt brick laid in cement sand mortar 1:6 in first storey upto 4 meters above plinth level |
| 6 | carriage of bricks per 1000 nos |
| 7 | Damp proof course 4cm thick of cementconcrete 1:2:4 with 2 coats of bitumen 20/30penetration at 1.65 Kg per sqm laid hot andsanded |
| 8 | 12.5 mm thick cement plaster 1:4 |
| 9 | Finishing walls withcement based water soluble exterior paint such as snowcem, robbiacem etc. two or more coats to give an even shade |
| 10 | Providing and laying 60 mm thick factory madecement concrete interlocking Paving blocks of M-35 grade manufactured by block makingmachine equipped with steel mould clamped to astrong vibratory table with hydraulic pressure forcompaction of concrete as per IRC SP 63 -2014and of approved size and design / shape laid inOrdinary Grey Colour and pattern over andincluding 40 mm thick compacted bed of coarsesand, filling the joints with fine sand etc, allcomplete as per directions of Engineer-in-Charge. |
| 11 | Steel work fixed independently without connectingplates including cutting hoisting and fixing inposition Tees angles & channelsFor Vertical Post (front) MS angle 50mmx50mmx6mmFor vertical Post(Back) MS angle 50mmx50mmx6mm |
| 12 | Horizontal purlin MS angle 50mmx50mmx6mm (For back side and front side) |
| 13 | Gusset plate size 150x100x10 mm |
| 14 | Providing and fixing ( PPGL) precoated paintedgalvalume sheet roofing (size, shape and pitch ofcorrugation as approved by Engineer-in-charge)The end rib shall have anti cappillary groove andreturn leg. The steel sheet must be having yieldstrength of 550 MPa ( Fy= 550 MPa) metalliccoated with Zinc- Aluminium alloy ( i.e. 55% Al,43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150bm/mm2 total on both sides), pre painted withsuper Durable Polyster XRW quality paintincludes inorganic infrared reflective pigment. Thesheet confirms to general requirement of AS/NZS2728 type 4/ IS 15965 class 3 durability and glossvalue of 25% -40%. should be supplied in singlelength upto 12 metre or as desired by Engineer-incharge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) withEPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost ofpurlins, rafters and trusses and including cutting tosize and shape wherever required 0.60 mm (+ 0.05 %) thick |
| 15 | Applying priming coat with metal primer onnew steel or iron work including preparation ofsurface. |
| 16 | Painting two or more coats excluding primingcoat with synthetic enamel paint in all shadeson wood work, metallic or plastered, concretesurface to give an even shade. |
