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| 1 | Earth work in excavation by mechanical means(Hydraulic excavator) /manual means in foundation trenches not exceeding 1.50 m in width or 10 Sqm on plan or drains exceeding 1.50 m in width or 10 Sqm on plan in/c dressing of sides and ramming of bottom lift upto 1.50 m in/c getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m (a) All kinds of soil. |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layer not exceeding 20cm in depth ,consolidating each deposited layers by ramming and watering lead upto 50 m and lift upto 1.5 m. All kinds of soil. |
| 3 | Supplying & filling in plinth under floors, foundations etc with sand (fine) from local quarry with all lifts in/c spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 4 | Providing and laying in position Cement Concrete of specified grade excluding the cost of centring and shuttering. All work up to plinth level.4.1.14)1:3:6 (1 Cement: 3 fine sand: 6 graded well burnt brick aggregate 40 mm nominal size) |
| 5 | Providing & laying cement concrete1:2:4 (1 cement: 2 fine sand: 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement in/c cement slurry , rounding of edges and strips etc complete. |
| 6 | First class brick work in foundation and plinth in/c cost of materials as required complete. Cement mortar 1:4i)375mm thick |
| 7 | First class brick work in superstructure above plinth level upto floor five level in/c cost of materials as required complete. 6.3.3) In cement mortar 1:4 (1 cement : 4 fine sand). |
| 8 | 12 mm cement plaster of mix 12.1.2) In cement mortar 1:4 ( 1 cement: 4 fine sand)i) Outerside of Priming Tank |
| 9 | Neat cement punningi) Outerside of Priming Tank |
| 10 | Providing & fixing of fabricated post made of 100 mm dia medium class MS pipe (9.75 kg/mtr ) 3.00 mtr long fitted with 3 nos. 75x45x6 mm cleat and 2 nos. 200 x 200 x10 mm gusset plate at top and bottom including cutting making necessary holes in the gusset plates, welding etc. complete (excluding nuts & bolts) as per direction of the Engineer-in-Charge. |
| 11 | Fabricating and supplying at site of work, steel tublar trusses of M.S pipe conforming to IS specification, complete with purlin, bracing and other necessary fittings such as cleat gusset plate etc of thickness not less than 6.00 mm including applying a primming coat (two or more coats)as per direction of the Engineer - in- Charge and approved standard design. (Member used in trusses as rafter, bottom tie and purlin are of 40.00 mm dia and struts etc are of 20.00 mm dia and bottom runner are of 25.00 mm dia conforming to IS 1239 part-II /1990 light class) . One set comprising of 4(four) nos trusses with 6(six) nos. purlin and 4.00 mtr span as per approved drawing and design etc complete excluding nuts & bolts. |
| 12 | Fabricating and supplying of steel window of M.S angle 35 x 35 x 4 mm as shutter frame plate 20 x 4 mm as both diagonal & horizontal bracings M.S sheet of 20 gauge ( 1 mm thick ) as shutter sheet complete with hold fast sliding door bolt tower bolt hinges M.S handle & locking arrangement etc and fixed the same including applying two or more coat red lead primer as per direction of the Engineer-in-charge. |
| 13 | Providing corrugated GS sheet roofing in/c vertical/curved surface fixed with polymer coated J or L hooks,boits and nuts 8 mm diameter with butumen and GI limpet washers filled with white lead and in/c a coat of approved steel primer and two coats of approvred paint on overlapping of sheets complete. |
| 14 | Providing and fitting G.C.I sheet (0.63 mm thick) for walling including Vertical/curved surface fixed with galvanized steel J OR L hooks 8 mm diameter, bolts and nuts with bitumin and G.I limpet washers or with G.I limpet Washers filled with whitelead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal / Vertical or curved surfaces) excluding the cost of G.S sheet purlins rafters and trusses and including cutting to size and shape wherever required as per direction of Engineer-in-Charge. |
| 15 | Providing ridges or hips 60cm. Overall in plain G.I. Sheet fixed with galvanized iron J or L hooks, bolts & nuts 8mm. Dia with bitumen and G.I. Limpet washers including a coat of approved steel primer and two coats of approved paint complete. |
| 16 | Providing and fixing M.S. bolts up to 300 mm in length with nuts and washer complete as per clauses of chapter-10 of CPWD specification. |
| 17 | \\"Painting on G.S. sheet with synthetic enamel paint ( one or more coats ) of approved brand and manufacture of required colour to give an even shade on old work including preparation of surface as required complete |
| 18 | Demolishing of concrete manually/by mechanical means including disposal of material with all lifts and upto 50m led etc. complete as per direction of the Engineer-in-charge |
| 19 | Dismanteling doors, windows and clerestory window ( steel of wood) shutter including chowkts, architrave, hold fasts etc complete stacking within 50,eters ;easd/ of atea 3.00 sqm and below Please Enable Macros to View BoQ information |
