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| 1 | 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 kind of soils. |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kind of soil |
| 3 | 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. |
| 4 | Demolishing cement concrete manually/ mechanicalmeans including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of Engineer-in-charge. ( I ) Nominal concrete 1 : 4 : 8 or leaner mix (i/c. equivalent design mix ) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to Plinth level i) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 7 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 8 | i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 9 | ii) Suspended floors, roofs, landings, balconies and access platform with timber planks |
| 10 | iii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 11 | iv) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 12 | 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- i. 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size |
| 13 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- i)1:2:4( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 14 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. i) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 15 | First class brick work in foundation and plinth including cost of all materials as required complete:- i)In cement mortar 1:4 ( 1 cement : 4 fine sand). |
| 16 | Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete. |
| 17 | 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 ). |
| 18 | Providing and fixing M.S. round holding down bolts with nuts and washer complete as per standard design |
| 19 | 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 of glass strips etc. complete. ( i ) 40 mm thick |
| 20 | Dismantling GS Sheet roofing including ridges, hips, valleys, gutters wind ties etc. including dismembering and stacking of serviceable materials and unseriviceable materials separately with all lifts and upto a lead of 50 m etc. complete as per direction of the Engineer-in-charge. |
| 21 | 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. i . 0.63mm thick with zinc coating not less than 275gm/m2 |
| 22 | Providing ridges or hips of width 60 cm over all in plain G.S. fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. i) 0.63 mm thick with zinc coating not less than 275 gm /m2 |
| 23 | Dismantling steel work in built up section in channels, angles, tees, flats including all gusst 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. |
| 24 | 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. (i) Hot finished welded type tubes |
| 25 | 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. (i) Fixed to steel windows by welding. |
| 26 | 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) |
| 27 | 12 mm cement plaster of mix. i). Cement mortar 1:4(1 cement:4 fine sand) |
| 28 | Neat cement punning. |
| 29 | Distempering with dry distemper of approved brand and manufacture(two or more coats) of required shade on new work , 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] |
| 30 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture[Payment shall be made after submission of Test Certificate issued by the Manufacturer] i) New work ( two or more coats applied @ 3.84 kg/10 sqm) |
| 31 | Dismantling doors, windows and clerestory windows ( steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : ( I ) Of area 3 sqm and below. |
| 32 | Providing and fixing in position 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide sufficiently long at the top and bottom respectively, channels & with bolts, nuts, rivets, locking arrangement, stoppers, handles, hold fast 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. |
| 33 | Providing hold fast of 40 x 5 mm flat iron including fixing to frame with 10 mm diameter bolts, nuts & wooden plugs and embedding in C.C. 1:3:6 (1 cement: 3 fine sand: 6 graded well burnt brick aggregate 20 mm nominal size) block of size 30 x 10 x 15 cm as per clauses of Chapter - 9 of CPWD specification. |
| 34 | 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] i) Two or more coats on new work. |
| 35 | 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. |
| 36 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood pannel board for fitting fixing of electrical items, in/c 2 Nos. MS angle post (size 2 inch x 2 inch x 9 feet), nuts & bolts etc. for direction of the same by 1 : 1.5 : 3 cement concrete casting (1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge. |
| 37 | Providing and fitting fixing with PVC insulated single core multistrand copper cable conforming to IS: 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge. ( I ) 16 sqmm |
| 38 | Charges for push-on (Tyton) joints to centrifugally (Spun) cast iron pipes or ductile iron pipes including testing of joints and excluding the cost of rubber gasket as per CPWD specification & direction of the Eng-in-charge. |
| 39 | i) 150 mm dia |
| 40 | Providing and fixing G.I. Bend/elbow in the pipe line in/c testing of joints complete as per CPWD specification & direction of the Eng-in-charge. |
| 41 | i) 80 mm dia |
| 42 | 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. |
| 43 | i) 80 mm dia |
| 44 | ii) 150 mm dia |
| 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. A. External Work |
| 46 | i) 80 mm dia. nominal bore. |
| 47 | Providing & 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 & direction of the Eng-in-charge. |
| 48 | i) 100 mm dia. A. PN-1.0 |
| 49 | ii) 150 mm dia. A. PN-1.0 |
| 50 | Providing & fixing C.I non-return valve of approved quality as per of CPWD specification & direction of the Eng-in-charge. |
| 51 | i) 100 mm nominal bore. |
| 52 | Providing & fabrication of column pipe in/c fitting fixing of G.I flange by cutting the G.I pipe (Confirming to IS:1239 medium class) into 3.05 mtr. long and welding the same with G.I flange as per specification & direction of the Eng-in-charge (G.I pipe will be provide by the agency at his own cost & risk) |
| 53 | i) For 80 mm dia G.I pipe with 10 mm thick G.I flange. |
| 54 | Providing earthing with perforated 40mm dia G.I pipe (Medium class) (12mm dia perforation), laying of 4mm dia GI wire from earth electrode to panel, in/c excavating hole of 600mm dia & refilling with Salt and Charcoal/coke in alternate layers of 300 mm as per standard specification & direction of the Eng-in-charge. |
| 55 | ii) for 3-phase connection with 4.00 mtr. Long G.I. pipe. |
| 56 | Providing & laying DI specials of class K-12 suitable for push-on jointing as per IS:9523 as per CPWD specification & direction of the Eng-in-charge. |
| 57 | i) Upto 300 mm dia |
| 58 | Providing & laying S&S CI standard specials such as tees, bends, collars, tapers, caps etc.(Heavy class) as per CPWD specification & direction of the Eng-in-charge. i) Upto 300 mm dia. |
| 59 | Providing and laying S & S Centrifugally Cast (Spun) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification & direction of the Engineer - in - charge. |
| 60 | i) 150 mm dia Ductile Iron Class K-7 pipes |
| 61 | Charges for cutting DI pipe with Mechanical cutter as per CPWD specification & direction of the Eng-in-charge. |
| 62 | i) 150 mm dia |
| 63 | Charges for repairing of leakage in UPVC/ HDPE pipe line with PVC coupler & solvent cement etc. including necessary earth excavation, backfilling of soil as required after laying of pipeline, in layers not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Eng-incharge. |
| 64 | i) 90 mm OD |
| 65 | ii) 110 mm OD |
| 66 | iii) 140 mm OD |
| 67 | Providing & fitting, fixing GI pipes of 110mm dia GI pipes staging 3(Three) Nos. 6.00 Mtr. each in/c welding with MS flange bottom of the GI pipe and top with 3(Three) Nos. 125mm dia GI nipple length 450mm dia in/c welding with 10mm thick MS plate of size 40 X 40 X 10mm and 25mm dia MS hook for hanging chain pully in/c hoisting and claimbing bottom to top of the hook in proper position complete as per direction of the Eng-in-charge(GI pipe supplied at free of cost) |
| 68 | Washing & removal of deposited iron sludge & any other foreign materials etc. from inside the existing water distribution pipe line foreign materials from inside the excavation trenches up to required width & depth cutting of PVC pipe line at a length of every 55.00 Mtr. interval jointing of pipe with PVC coupler and solvent cement in/c satisfactory testing of joints refilling trenches with available excavated earth etc. complete as per direction of the Engineer-in-charge [Rate in/c the cost of cement solvent PVC pipe for making PVC couplers, will be issued by the Department at free of cost). |
| 69 | i. 90mm dia |
| 70 | ii. 110mm dia |
| 71 | iii. 140mm dia |
| 72 | Providing, fixing & laying fabricated UPVC socket/ coupler conforming to IS:10124(Part 2) with solvent cement conforming to IS : 14182 in/c testing of joints complete as per CPWD specification & direction of the Engg-in-charge. |
| 73 | i. 90mm dia |
| 74 | ii. 110mm dia |
| 75 | iii. 140mm dia |
| 76 | Providing, fitting fixing & installation of 2500 GPH x 76 mtrs. Head water lubricated submersible pump of maximum 150 mm outer dia. With maximun 10(Ten) stages coupled with required water and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, AC supply and star delta method of starting along with 35 mtrs. PVC innsulated 3 core flat copper cable of 4.0 sqaure mm confirming to relevent IS code of made DUKE/KSB/WPIL/CRI) for submerssible motor will all necessary equipments and fitting as required with sucition case strainer coupling key, vertical Non-return valve cum Discharge case as per direction of Engineer-in-charge. |
| 77 | i) 2500 GPH capacity with 10 mm thick GI flange Please Enable Macros to View BoQ information |
