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| 1 | Excavation for Structures Earthwork in excavation for structures as per drawing and Technical specifications Clause 305.1 including Setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 2 | Fillling in foundation trenches as per drawing and technical specification Clause305.3.9 |
| 3 | Providing concrete for plain/ reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 |
| 4 | Providing concrete for plain/ reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 RCC M20 |
| 5 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as perdrawings and technical specifications Clauses 1000 and 1202 |
| 6 | Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting,hoisting, fixing in position for composite girders with shear connectors complete withpainting as per drawing and technical specifications Clause 1205.6 |
| 7 | Painting on Steel SurfacesProviding and applying two coats of ready mix paint including primer coat of approved brandon steel surface after through cleaning of surface to give an even shade as per drawing andTechnical Specification Clause 1701 |
| 8 | Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge)0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester top coat 15-18microns. Sheet should have protective guard film of 25 micronsminimum to avoid scratches during transportation and should besupplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tappingscrews of size (5.5x 55 mm) with EPDM seal, complete upto anypitch in horizontal/ vertical or curved surfaces, excluding the cost ofpurlins, rafters and trusses and including cutting to size and shapewherever required. |
| 9 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plainG.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts andwashers etc., including making necessary connections with rainwater pipes complete. 0.80 mm thick with zinc coating not less than 275 gm/m² |
| 10 | Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A, including jointing with sealring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes.110 mm diameter |
| 11 | Providing and fixing M.S. holder-bat clamps of approved design toSand Cast iron/cast iron (spun) pipe embedded in and includingcement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size),including cost of cutting holes and making good the walls etc. : For 100 mm dia pipe |
| 12 | Brick SolingLaying brick soling layer on prepared sub-grade with brick on end edging according to lines,graded and cross-section shown on the drawing filling joints with sand and earth, spreading25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheelroad roller 80-100 kN as per Technical Specification Clause 412 |
| 13 | Providing and laying reinforced cement concrete in superstructure as per drawingand technical specifications Clauses 800, 1205.4 and 1205.5 |
| 14 | Brick masonry work in cement mortar in foundation complete excluding pointing andplastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 15 | Brick masonry work in cement mortar in substructure complete excepting pointingand plastering, as per drawing and technical specification Clauses 602, 603, 604,1202 & 1204 |
| 16 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure asper technical specification Clauses 613.4 & 1204 |
| 17 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge Please Enable Macros to View BoQ information |
