|
| 1 | Excavating trenches of required width for pipes, cables etc. including excavation 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 |
| 2 | For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 3 | 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) |
| 4 | 250 mm dia to 110 mm dia. |
| 5 | 90 mm dia. |
| 6 | 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. |
| 7 | 90 mm dia |
| 8 | 110 mm dia |
| 9 | 140 mm dia |
| 10 | 160 mm dia |
| 11 | 200 mm dia |
| 12 | 250 mm dia |
| 13 | 315 mm dia |
| 14 | 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. |
| 15 | 160x140 mm dia |
| 16 | 140x110 mm dia |
| 17 | 110x90 mm dia |
| 18 | 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 |
| 19 | 250x250x140 mm dia |
| 20 | 250x250x110 mm dia |
| 21 | 200x200x160 mm dia |
| 22 | 200x200x140 mm dia |
| 23 | 200x200x110 mm dia |
| 24 | 160x160x140 mm dia |
| 25 | 160x160x110 mm dia |
| 26 | 140x140x110 mm dia |
| 27 | 110x110x90 mm dia |
| 28 | 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. |
| 29 | 140x140x140 mm dia |
| 30 | 110x110x110 mm dia |
| 31 | 90x90x90 mm dia |
| 32 | 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 |
| 33 | 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. |
| 34 | 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. |
| 35 | 140 mm dia |
| 36 | 110 mm dia |
| 37 | 90 mm dia |
| 38 | 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. |
| 39 | 125 mm dia. |
| 40 | 150 mm dia. |
| 41 | 200 mm dia. |
| 42 | Charges for 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. |
| 43 | 125 mm dia,PN-1 |
| 44 | 150 mm dia,PN-1 |
| 45 | 200 mm dia,PN-1 |
| 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 | 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. |
| 48 | Providing & fitting fixing PVC suction hose pipe overall thickness 5mm of best quality at site of work (Pankaj made) of approved quality150 mm dia |
| 49 | Providing & fitting fixing C.I foot valve of heavy duty at site of work of approved quality.150 mm dia |
| 50 | Providing & fitting fixing C.I foot valve spare parts of 125/150 mm dia at site of work of approved quality. |
| 51 | C.I foot valve weight |
| 52 | C.I foot valve ring |
| 53 | C.I foot valve net. |
| 54 | Providing & fitting fixing foot valve leather washer (6 mm thick) of heavy duty at site of work of approved quality. |
| 55 | Providing and fixing G.I. pipes medium 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 chapter 20 of CPWD specification and direction of the Engineer- in - charge.A. External work i. 200 mm dia. nominal bore- For crossing river/cherra |
| 56 | 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 |
| 57 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level: |
| 58 | 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 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 | 12 mm cement plaster of mixCement mortar 1:4 (1 cement : 4 fine sand) |
| 62 | Neat cement punning Please Enable Macros to View BoQ information |
