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| 1 | Dismentaling of old pump/motor from base & stacking of materials & return the same to Sub-Divisional store as per direction of theEngineer-in-Charge. |
| 2 | Dismentaling of G.I pipe includingnecessary earth cutting etc.& return the same to Sub-Divisional store as per direction of the Engineer-in-Charge. 125/150 mm dia a)15 mm to 40 mm nominal bore |
| 3 | b) Above 40 mm nominal bore |
| 4 | Dismentaling G.I pipes(external work) including excavation and refilling trenches after out the pipes, Manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer- in - charge. 125/150 mm dia |
| 5 | Dismentling nof G.I bend including necessary earth cutting etc. and return the same to sub divisional store as per direction of the Engineer -in charge.125/150 mm dia |
| 6 | Dismentling of pannel board by disconnection of all electrical equipments & stacking of materials & return the same to Sub Divisional store as per direction of the Engineer-in-charge |
| 7 | Labour charge for reinstallation of all electrical equipments(dismentalledserviceablematerials, ifanyadditional/replacementofelectricaleqiupmentsrequiredwillbepaidsepartely)onthepannelboard including trial run for 10hrs in two spell completeasperdirection of the Engineer-in Charge. |
| 8 | Dismantling GS sheet roofing including ridges, hips, valleys, gutters wind ties etc. including dismembering and stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50 m etc.complete as per direction of the Engineer- in-charge. Roof |
| 9 | Dismantling steel work in built up section in channels, angles, tees, flats including all gusset plates, bolts, nuts, cutting rivets, welding including dismembering and stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50 m etc. complete as per direction of the Engineer- in-charge. |
| 10 | Demolishing brick work including stacking of serviceable materials and disposal of unserviceable materials with all lifts and upto a lead of 50m etc. complete as per direction of the Engineer- in-charge:- In cement mortar. |
| 11 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas ( exceeding 30 cm in depth,1.5 m width as well as 10 sqm on plan) including disposal of excavated earth , lead upto 50 m lift upto 1.5 m, earth to be levelled and neatly dressed |
| 12 | 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.A) All kinds of soil |
| 13 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including 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. |
| 14 | 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 to 50 m and lift upto 1.5 m.A) All kinds of soil |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work upto plinth level i) 1 : 3: 6 ( 1 cement : 3 fine sand : 6 graded well burnt brick aggregate of 20mm nominal size) |
| 16 | (ii) 1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded well burnt brick aggregate of 20 mm nominal size) |
| 17 | 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 ) |
| 18 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete I. In Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 19 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete I. In Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 20 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- |
| 21 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level |
| 22 | Centering shuttering including struttings, propping etc. and removal of form work for: (i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 23 | (ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 24 | (iii) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 25 | 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 etc. complete. |
| 26 | 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:- |
| 27 | 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. |
| 28 | 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. |
| 29 | Providing ridges or hips of width 60 cm over all width plain G.S. sheet fixed with polymer coated J. or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers including a coat of approved steel primer and two coats of approved paintcomplete. |
| 30 | Charges for fixing corrugated G.S sheet rofing fixed with polymer costed J or L hooks 8 mm diameter, bolts and nuts 6 mm dia mtr. With bitumen and G.I limpet washers or with G.I limpet washers filled with lead and in/c a cost of approved steel primer and two coats of approved epoxy paint on overlapping of sheets complete ( upto a pitch of 60 degrees ) over a built structure in/c all types of necessary saffoldings etc. but excluding the cost of the C.G.S sheets. purlings, fafters and trusses etc. as per direction of the Eng-in-Charge.0.63 mm thick with zinc coating not less than 275 gm/m2. |
| 31 | Charges for Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. including hoisting, fixing in position , welding, bolting with special shaped washers etc. complete. (Rate excluding the cost of tubular truss but including the cost of welding, bolting with special shaped washers etc.) |
| 32 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 33 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 34 | 12mm cement plaster of mix i) Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 35 | 15 mm cement plaster on the rough side of single or half brick wall of mix i) Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 36 | Neat cement punning. |
| 37 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. |
| 38 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.84 kg/ 10 sqm) complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 39 | Distempering with oil bound washable distemper of approved brand and manufacture and of required shade on new work ( two or more coats ), over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 40 | Painting with synthetic enamel paint of approved brandand manufacture of required colour to give an evenshade [Payment shall be made after submission of TestCertificate issued by the Manufacturer]: 1) Two or more coats on new work over an under coat ofsuitable shade with ordinary paint (primer) of approvedbrand and manufacture |
| 41 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 42 | Providing & fitting fixing of pannel board of local teak wood for fitting & fixing of electrical items including 2 nos. MS angle post ( Size50X50X6mm 2.80 Mtr. long) nuts& bolts etc. for errection of the sameby 1 : 1.5 : 3 cement concreate casting (1feetX1feetX2feet) below the ground level and painting two or more coats of synthetic enamelpaint on primer as per direction of Engineer-in-Charge. |
| 43 | Providing electification of pump house in/c. operator rest room with suitable PVC coated wire providing 5 Nos point with bulb and one plug point in/c. one on 19 Amps main switch etc. complete as per direction of the Engg-charge. |
| 44 | Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , 2.50 mtr. Long , 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. ii. for 3phase connection 4.00 mtr long G.I pipe |
| 45 | Providing and laying G.I. pipes complete with G.I. fitting in/c. trenching and re-filling etc. ( external work). 40 mm dia |
| 46 | Providing and fixing 40 mm dia following fitting as per dirrection of the Engineer-in- charge. A) fullway valve |
| 47 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. i) 40 mm dia |
| 48 | 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. 40 mm dia |
| 49 | Providing of wooden/Plastic chair without arm of standrad size as per direction of the engg-in-charge. |
| 50 | Supplying of wooden table of size 1.25 x 0.90 x 1.00m thickness of lott cover is 25mm with 4 legs of size 50 x 50mm made of karai wood and both side drawer with locking arrangement in/c. necessary vernishing etc. |
| 51 | Providing & fitting fixing of following equipment of approved quality as per direction of Engg - in - Charge. 150 mm dia GI bend |
| 52 | 125 mm dia GI bend |
| 53 | Installation of pump motor set including carriage of materials from departemental store yard to site of work and making necessary electrical connection with main switch/starter with motor in/c commissioning trial run for 10hrs. In two spell. As per direction of the Engineering-in-charge |
| 54 | Labour charge for laying of G.I pipe conforming IS 1161,3589 & 1239 including fitting fixing complete as per direction of Engineer-in-Charge a) 150mm dia. |
| 55 | b) 125mm dia. |
| 56 | Providing & fitting fixing of G.I. flange ( 10 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer -In-Charge .a)150mm dia. |
| 57 | b)125 mm dia. |
| 58 | Providing & fitting fixing C.I tail piece of approved quality at site of work.. For 150 mm dia pipe |
| 59 | Providing & fitting fixing MS hose clamp with nuts & bolts etc. complete at site of work of approved quality. a) 150mm dia |
| 60 | Providing & fitting fixing C.I foot valve of heavy duty at site of work of approved quality. a) 150 mm dia |
| 61 | Providing and fixing MS bolts including nuts and washers complete as per standard design upto 300 mm length |
| 62 | above 300 mm length |
| 63 | Providing and fixing G.I. pipes of Heavy 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. A. External work. a) 150 mm dia |
| 64 | b) 125 mm dia |
| 65 | Providing & fitting, fixing of the following electrical equipment of approved quality as per direction of Engg - in - Charge. c. AC Ammeter SMI-144, Range 0-10A |
| 66 | d. AC Voltmeter SMI-144, Range 0-400 to 0-500 |
| 67 | 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 .i) 7/16 Copper Wire |
| 68 | SUPPLYING AND FITTING FIXING KIT CUT FOR MAIN AND SUB MAIN SWITCHAS PER DIRECTION OF THE Enginer -in charge. a)63 amps |
| 69 | b) 200 amps |
| 70 | Providing and fitting fixing C.I foot valve leather washer (6 mm thick) of heavy duty at site of work of approved quality. e)150 mm dia foot valve washer |
| 71 | Providing and fitting fixing of sign board9size 1.00x0.75 mtr.) at water supply scheme in/c cost of 1 mm thick plain aluminium and necessary fitting fixing. |
| 72 | 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. |
| 73 | 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 properalignment with pipe line & earth cutting ,backfilling complete as perdirection of Engineer-in-charge. |
| 74 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm(Slope-1 in 200) including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. A. For UPVC pipes in new worka. In all kinds of soil a) For pipes exceeding 90 mm dia but notexceeding 300 mm dia |
| 75 | b) For pipes exceeding 300 mm dia but not exceeding 600 mm dia |
| 76 | 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 Engineerin-charge. i)90mm dia |
| 77 | ii) 110mm dia |
| 78 | iii)140mm dia |
| 79 | iv) 160mm dia |
| 80 | vii) 315mm dia |
| 81 | Providing, and fitting fixing Rigid UPVC reducing socket(one size lower at one end,both end socketted)suitable for for pipes working pressure 4.00 Kg/Cm² as per CPWD specification & direction of Engineering-in-charge 1.31) 315x250 mm dia |
| 82 | 1.3.2) 250x200 mm dia |
| 83 | 1.3.3)200X160 mm dia |
| 84 | 1.3.4)160x140 mm dia |
| 85 | 1.3.5)140x110 mm dia |
| 86 | 1.3.6)110x90 mm dia |
| 87 | Providing, and fixing Rigid UPVC Bend(30 degree,45 degree,60 degree,90degree) for UPVC pipe as per I.S. specification complete with cement solvent joints. A. working pressure 4.00 Kg/Cm² ) as per CPWD specification & diection of engineering incharge a) 315 mm dia |
| 88 | b)250 mm dia |
| 89 | c)200 mm dia |
| 90 | Providing and fitting fixing of different dia rigid upvc unequal Tee ( including earth cutting and backfilling all socketted) suitable for pipes as per IS specification of working pressure 4.0 kg/sq.cm confirming to IS 10124(part-V) as per CPWD specification & direction of Enginer- in - Charge. 1.1.2) 315x315 x200 mm dia |
| 91 | 1.1.7)250x250x200 mm dia |
| 92 | 1.1.12)200x200x160 mm dia |
| 93 | 1.1.16)160x160x140 mm dia |
| 94 | 1.1.19)140x140x110 mm dia |
| 95 | 1.1.21)110x110x90 mm dia |
| 96 | Providing and fitting fixing of different dia rigid upvc equal Tee ( including earth cutting and backfilling all socketted) suitable for pipes as per IS specification of working pressure 4.0 kg/sq.cm confirming to IS 10124(part-V) as per CPWD specification & direction of Enginer- in - Charge .i. 200x200x200 mm dia |
| 97 | vi. 250 x250x250 mm dia |
| 98 | vii) 315x315 x315 mm dia |
| 99 | 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) 80x50 mm dia |
| 100 | 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) i) 315 mm dia |
| 101 | ii)250 mm dia to 110 mm dia |
| 102 | iii)90 mm dia |
| 103 | Dismentalling of existing PVC pipe from underground includingnecessaryearthcuttingetc.anddismentalledpipes,couplers,tees,etcproperlystackinginsafesiteasperCPWDSpecification&directionofEngineer-in-charge.a)Pipes,cablesetcexceeding75mmdiabutnotexceeding315mmdia. |
| 104 | Labour chargefor layingdifferentdiarigidUPVCpipesofWorkingPressure4.0kg/sq.cm.completewithnecessarycouplerandsolventcement joints.(pipes,couplerandsolventcementwillbeissuedfreeof cost ) as per CPWD Specification & direction of Engineer-in-charge. 1.6.4)160 mm dia |
| 105 | 1.6.5)200 mm dia |
| 106 | 1.6.6)250 mm dia |
| 107 | 1.6.7)315 mm dia |
| 108 | Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, 35 HP/26 kw Relay range within 20-32 + 10% ) in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge. i.35 HP/26 Kw Relay range within 20-32+10% |
| 109 | Providing and fitting fixing sleeve bush (brass) for HPLI pump of best quality as per direction of Engineering in-charge Please Enable Macros to View BoQ information |
