|
| 1 | Excavating trenches of required width for pipes, cables, etc. including excavation for sockets and dressing of sides ramming of bottoms , depth minimum 1.25m 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 as directed within a lead of 50 m as per CPWD Specification & direction of Engineer-in-charge.A) All kinds of soil. |
| 2 | a) Pipe , cables etc. exceeding 75mm dia but not exceeding 160 mm dia . |
| 3 | b) Pipe , cables etc. exceeding 200 mm dia but not exceeding 315 mm dia . |
| 4 | Labour charge for repairing of leakage in existing UPVC distribution system including required earth cutting and fitting fixing ofnecessary 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) |
| 5 | 315 mm dia to 200 mm dia. |
| 6 | 160 mm dia to 90 mm dia. |
| 7 | Providing and laying different dia rigid UPVC pipes of Working Pressure 2.5 kg/4.0 kg/ sq.cm. complete with necessary coupler andsolvent cement as per CPWD Specification & direction of Engineer-in-charge. |
| 8 | 90 mm dia |
| 9 | 110 mm dia |
| 10 | 140 mm dia |
| 11 | 160 mm dia |
| 12 | 200 mm dia |
| 13 | 250 mm dia |
| 14 | 315 mm dia |
| 15 | Providing and fitting fixing rigid UPVC Reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 2.5/4.0 kg/sq.cm. as per CPWD Specification & direction of Engineer-in-charge. |
| 16 | 160x140 mm dia |
| 17 | 140x110 mm dia |
| 18 | 110x90 mm dia |
| 19 | 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.Unequal Tee |
| 20 | 250x250x140 mm dia |
| 21 | 250x250x110 mm dia |
| 22 | 200x200x160 mm dia |
| 23 | 200x200x140 mm dia |
| 24 | 200x200x110 mm dia |
| 25 | 160x160x140 mm dia |
| 26 | 160x160x110 mm dia |
| 27 | 140x140x110 mm dia |
| 28 | 110x110x90 mm dia |
| 29 | 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. |
| 30 | 140x140x140 mm dia |
| 31 | 110x110x110 mm dia |
| 32 | 90x90x90 mm dia |
| 33 | 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 |
| 34 | 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. |
| 35 | Providing & fitting fixing rigid UPVC bend(30 degree, 45 degree, 60 degree, 90 degree) for UPVC pipes as per IS specification of working pressure 2.5/4.0 kg/sq.cm as per CPWD Specification & direction of Engineer-in-charge. |
| 36 | 140 mm dia |
| 37 | 110 mm dia |
| 38 | 90 mm dia |
| 39 | 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 chapter-20 of CPWD specification and direction of the Engineer-in-charge. |
| 40 | 150 mm dia. |
| 41 | 125 mm dia. |
| 42 | 100 mm dia. |
| 43 | Supplying & fitting fixing of sluice valve spindle with nuts suitable for different dia existing sluice valve as per direction of the Engineer-in-charge. |
| 44 | 150 mm dia |
| 45 | 125 mm dia |
| 46 | 100 mm dia |
| 47 | 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. |
| 48 | 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 CPWDSpecification & direction of Engineer-in-charge.a) Pipes,cables etc. exceeding 75 mm dia but not exceeding 315 mm dia. |
| 49 | Providing & fitting fixing PVC suction hose pipe overall thickness 5mm of best quality at site of work (Pankaj made) of approved quality150 mm dia |
| 50 | Providing & fitting fixing C.I foot valve of heavy duty at site of work of approved quality.150 mm dia |
| 51 | Providing & fitting fixing C.I foot valve ring 150mm dia at site of work of approved quality. |
| 52 | Providing & fitting fixing C.I foot valve net 150mm dia at site of work of approved quality. |
| 53 | Dismantling old plaster or pointing, raking out joints, cleaning and reparing the surface for replastering or re-pointing including disposal of rubbish to the dumping ground with all leads and lifts etc.complete as per direction of the Engineer- incharge. |
| 54 | Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:-Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 55 | Earthwork 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 |
| 56 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level: |
| 57 | 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size) |
| 58 | 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 59 | Supplying & 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. |
| 60 | 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 ). |
| 61 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 62 | 12 mm cement plaster of mixCement mortar 1:4 (1 cement : 4 fine sand) |
| 63 | Neat cement punning |
