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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 kinds of soil |
| 2 | 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.-All kinds 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 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:a) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 5 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement--All work upto plinth level:1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 6 | 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-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:b) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 8 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more |
| 9 | Half brick masonry work with first class bricks infoundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 10 | 12 mm cement plaster of mixCement mortar 1:4 (1 cement : 4 fine sand) |
| 11 | Neat cement punning. |
| 12 | Providing wood work in frames of false ceiling, partitions etc. sawn and put up in position :Local Teak Wood |
| 13 | Dismentalling of existing PVC pipe from underground including necessary earth cutting etc.and dismentalled pipes,couplers,tees,etc properly stacking in safe site as per CPWD Specification & direction of Engineer-in-charge.a) Pipes,cables etcexceeding 75 mm dia but not exceeding 315 mm dia. |
| 14 | Labour charge for laying different dia rigid UPVC pipes of Working Pressure 2.5 kg/4.0 kg/ sq.cm. complete with necessary coupler and solvent cement joints.( pipes, coupler and solvent cement will be issued free of cost ) as per CPWD Specification & direction of Engineer-in-charge.a) 90 mm dia |
| 15 | b) 110 mm dia |
| 16 | c) 140 mm dia |
| 17 | d) 160 mm dia |
| 18 | Excavating trenches required width for pipes, cables, etc. including excavation for sockets,dressing of sides where required,ramming of bottoms , depth upto 1500mm(Slope-1 in 200) including getting out the excavated soil andbackfilling of soil as required after laying of pipeline, in layers not exceeding 200mm in depth including consolidating each deposited layers by ramming watering etc. and disposing of surplus excavated soil with all requiredlead as per chapter 2of CPWD specification & direction of the Engineer-in charge.A ( For UPVC pipes in new work) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 19 | Providing and laying different dia rigid UPVC pipes of Working Pressure 4.0 kg/ sq.cm. complete with necessary coupler and solvent cement as per CPWD Specification & direction of Engineer-in-charge.a) 90 mm dia |
| 20 | b) 110 mm dia |
| 21 | c) 140 mm dia |
| 22 | d) 160 mm dia |
| 23 | e) 315 mm dia |
| 24 | 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 4.0 kg/sq.cm confirming to IS: 10124 (part-V) as per CPWD Specification & direction of Engineer in-charge. Unequal Teea)315x315x250 mm dia |
| 25 | b)315x315x200 mm dia |
| 26 | c) 200x200x160 mm dia |
| 27 | d) 160x160x140 mm dia |
| 28 | e) 160x160x110 mm dia |
| 29 | f) 160x160x90 mm dia |
| 30 | g)140x140x110 mm dia |
| 31 | h)140x140x90 mm dia |
| 32 | i) 110x110x90 mm dia |
| 33 | 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 4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge.a) 160x160x160 mm dia |
| 34 | b) 140x140x140 mm dia |
| 35 | c) 110x110x110 mm dia |
| 36 | d) 90x90x90 mm dia |
| 37 | e)315x315x315mm dia |
| 38 | Providing and fitting fixing rigid UPVC Reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 4.0 kg/sq.cm. as per CPWD Specification & direction of Engineer-in-chargea) 315x250 mm dia |
| 39 | b) 250x200 mm dia |
| 40 | c) 160x140 mm dia |
| 41 | d) 140x110 mm dia |
| 42 | e) 110x90 mm dia |
| 43 | Providing & fitting fixing rigid UPVC bend(30 degree,45 degree,60 degree, 90 degree) for UPVC pipes as per IS specification of Working pressure 4.0 kg/sq.cm as per CPWD Specification & direction ofEngineer-in-charge.a)315 mm dia |
| 44 | b)250mm dia |
| 45 | c) 160 mm dia |
| 46 | d) 140 mm dia |
| 47 | e) 110 mm dia |
| 48 | f) 90 mm dia |
| 49 | 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 |
| 50 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.a) 150 mm dia PN - 1.6 |
| 51 | b) 125 mm dia PN - 1.6 |
| 52 | Labour charge for repairing of leakage in existing UPVC distributionsystem including required earth cutting and fitting fixing necessary coupler etc. complete and refilling the trench with of available excavated earth as per direction of the Engineer-incharge.(Payment of couplers, tees, reducers etc will be madeseparately)a)250mm dia to 110 mm dia |
| 53 | b)90 mm dia. |
| 54 | 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 |
| 55 | 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 |
| 56 | 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. |
| 57 | Rewinding of Horizontal Motor suitable for Centrifugal Complete dismantling in/c providing & rewinding with supper enamel copper conductor (as per IS:13730 part-3)conductor & all necessary spare parts and resemblingincluding servicing rotor & necessary trial run as per specification and direction of the Engineer-in-charge. i)25-30 HP |
