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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.-All kinds of soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to50 m and lift upto 1.5 m.All kinds of soil |
| 4 | Supplying and filling in plinth, under floor, 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. |
| 5 | Providing and laying in position cement concrete of specified grade ex/c the cost of centering and shuttering. All work up to plinth level |
| 6 | a)1:4:8(1 cement:4 fine sand: 8 graded well burnt brick aggregate of 40 mm nominal size) |
| 7 | b)1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) |
| 8 | c)1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 9 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost ofglass strips etc. complete. |
| 10 | First class brick work in foundation and plinth including cost of all materials as required complete.In cement mortar 1:4 ( 1 cement : 4 fine sand) |
| 11 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 12 | 12 mm cement plaster of mixIn cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 13 | Neat cement Punning |
| 14 | Providing and fixing MS bolts including nuts and washers complete as per standard design: |
| 15 | Upto 300mm length |
| 16 | Above 300mm length |
| 17 | Providing and fixing MS round holding down bolts with nuts and washer platesz complete as per standard design. |
| 18 | Providing & fixing of fabricated post made of 100mm dia medium class MS pipe (9.75 kg/mtr) 3.00 mtr long fitted with 3 nos. 75X45X6 mm cleat and 2 nos. 200 X200X10mm 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.. |
| 19 | 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. |
| 20 | Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 21 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:-. |
| 22 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. |
| 23 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead 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 purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63mm hick with zinc coating not less than 275gm/m2 |
| 24 | 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 bitumen and G.I limpet washers or with G.I. limpet Washers filled with white lead and including a coat of appoved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/Verticle 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. |
| 25 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work (two or more coats) including a coat of appropriate steel primer but excluding a coat of mordant solution |
| 26 | Applying a coat of mordant solution on G.S. sheet on new work including cost of materials required.With a solution made of 38 gms of copper acetate in litre of soft water |
| 27 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work |
| 28 | Installation of pumpset including carriage of materials from M.I store of Resource Division to site of work including trial run for 10hrs. in two spell. |
| 29 | Supply & fitting fixing ball bearing of approved quality for pump required during overhauling. 6306 Ball bearing (TATA /SKF |
| 30 | Supplying and greasing/applying of grease in wheel bearing complete as per direction of Engineer-in-charge. |
| 31 | Supplying and fitting fixing of asbestos rope of best quality as per direciton of Engineer-in-charge. |
| 32 | Supplying & fixing of GI . Bend/elbow in the pipeline including testing of joints complete as per CPWD specification and direction of Engineer-in-charge |
| 33 | 125 mm dia |
| 34 | 150 mm dia |
| 35 | Providing & fixing GI equal tee with pipe line including testing of joints complete as per CPWD specification and direction of Engineer-in-Charge.125x125x125 |
| 36 | Providing & fixing G.I. plug of approved quality.125 mm dia |
| 37 | Providing & fitting fixing M.S flange (10mm thick) at site of work of approved quality. |
| 38 | 150 mm dia |
| 39 | 125 mm dia |
| 40 | Providing & fitting fixing Rubber flange washer 6 mm thick at site of work of approved quality. |
| 41 | 150mm dia |
| 42 | 125 mm dia |
| 43 | Excavating trenches required width for pipes, cables, etc. including excavation for sockets, collars etc and dressing of sides ramming of bottoms , depth minimum 0.90m including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming watering etc. and disposal of surplus excavated soil within a lead of 50m ( For G.I and C.I pipes)All kinds of Soil. |
| 44 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. |
| 45 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.External work. |
| 46 | Hiring charge of welding set of single phase with operating staff and carrying upto the site of work including loading and unloading (both way) complete as per direction of Engineer-incharge. |
| 47 | Providing & fitting fixing MS hose clamp with nuts & bolts etc. complete at site of work of approved quality. |
| 48 | Providing & fitting fixing PVC suction hose pipe overall thickness 5mm of best quality at site of work (Pankaj made) of approved quality |
| 49 | Providing & fitting fixing C.I tail piece of approved quality at site of work. |
| 50 | Providing & fitting fixing C.I foot valve of heavy duty at site of work of approved quality. |
| 51 | Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in charge. |
| 52 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge |
| 53 | Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 54 | Providing and fixing of Brass Union Joints ( Medium class ) with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in charge. |
| 55 | Providing & fitting fixing of pannel board of local teak wood for fitting & fixing of electrical items including 2 nos. MS angle post ( Size 50X50X6mm 2.80 Mtr. long) nuts& bolts etc. for errection of the same by 1 : 1.5 : 3 cement concreate casting (1feetX1feetX2feet) below the ground level and painting two or more coats of synthetic enamel paint on primer as per direction of Engineer-in-Charge |
| 56 | Labour charge for reinstallation of all electrical equipments (dismentalled serviceable materials, if any additional/ replacement of electrical eqiupments required will be paid separtely) on the pannel board including trial run for 10 hrs in two spell complete as per direction of the Engineer-in Charge. |
| 57 | Providing & fitting fixing Steel sheet enclosed switch Fuse unit (Suitable for DIN fuse) triple pole with Neutral Link (TPN) , 415/500 Volt, complete as per direction of Engineer-in-Charge. |
| 58 | Current range 63 Amps. |
| 59 | Current range 200Amps. |
| 60 | Supplying and fitting fixing AC Voltmeter (Moving Iron) on the panel board of approved quality. |
| 61 | Supplying and fitting fixing AC Ammeter (Moving Iron) on the panel board of approved quality.External work. |
| 62 | Supplying & fitting fixing of PVC insulated Copper Wire with all electrical equipments including trial run etc. complete (ISI Marked) on the pannel board of approved quality. |
| 63 | Supplying and fitting fixing of selector switch on the panel board of approved quality. |
| 64 | Supplying and fitting fixing of Indicator bulb (Flush type containig 3nos batton holder with bulb)) on the panel board of approvedquality. |
| 65 | Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge. |
| 66 | Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. |
| 67 | Excavating trenches required width for pipes, cables, etc. including excavation for sockets, collars etc and dressing of sides ramming of bottoms , depth minimum 0.90m including getting out the excavated soil and then returning the soil as required in layers not exceeding 200 mm in depth including consolidating each deposited layers by ramming watering etc. and disposal of surplus excavated soil within a lead of 50m (A) - For UPVC pipes in new work.(a) - In all kinds of Soil. |
| 68 | i) For pipes not exceeding 90 mm dia. |
| 69 | b) For pipes exceeding 900 mm dia but not exceeding 300 mm dia . |
| 70 | Providing and laying different dia rigid UPVC pipes of Working Pressure 2.5 kg/4.0 kg/ sq.cm. complete with necessary coupler and solvent cement as per CPWD Specification & direction of Engineer -in- charge. |
| 71 | 90 mm dia |
| 72 | 110 mm dia |
| 73 | 140 mm dia |
| 74 | 160 mm dia |
| 75 | 200 mm dia |
| 76 | 250 mm dia |
| 77 | 315 mm dia |
| 78 | Labour charge for repairing of leakage in existing UPVC distribution system including required earth cutting and fitting fixing of necessary coupler etc. complete and refilling the trench with available excavated earth as per direction of the Engineer-incharge. (Payment of couplers, tees, reducers etc will be made separately) |
| 79 | 250 mm dia to 110 mm dia. |
| 80 | 90 mm dia. |
| 81 | Providing and fitting fixing rigid UPVC Reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 2.5/4.0kg/sq.cm. as per CPWD Specification & direction of Engineer-in-charge. |
| 82 | 110x90 mm dia |
| 83 | 140x110 mm dia |
| 84 | 160x140 mm dia |
| 85 | 200x160 mm dia |
| 86 | 250x200 mm dia |
| 87 | 315x250 mm dia |
| 88 | Providing and fitting fixing of different dia rigid UPVC equal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressure 2.5/4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge |
| 89 | 110X110x110 mm dia |
| 90 | 140x140X140 mm dia |
| 91 | 160x160X160 mm dia |
| 92 | 200x200x200 mm dia |
| 93 | 250x250X250 mm dia |
| 94 | Providing and fitting fixing of different dia rigid UPVC unequal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressure 2.5/4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge. |
| 95 | 140x140x110 mm dia |
| 96 | 140x140x90 mm dia |
| 97 | 110x110x90 mm dia |
| 98 | Providing and fitting fixing of G.I hydrant suitable for PVC pipes as per standard specification complete as per direction of Engineer-incharge (Rate excluding the cost of NTP control valve). |
| 99 | Providing and fitting fixing of M.S shore manifold made with 3mm thick MS sheet of size one way 315 mm dia & three way 125 mm dia made with suitable flange(all end) including coating with sheet primer(tailpiece if required will be paid separately) including proper alignment with pipe line & earth cutting ,backfilling complete as per direction of Engineer-in-charge. |
| 100 | Electrical Service connection at shifted Pump House by TSECL (LS) Please Enable Macros to View BoQ information |
