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| 1 | 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). Unequal Tee |
| 2 | 315x315x250 mm dia |
| 3 | 250x250x200 mm dia |
| 4 | 250x250x160 mm dia |
| 5 | 250x250x110 mm dia |
| 6 | 200x200x160 mm dia |
| 7 | 200x200x140 mm dia |
| 8 | 200x200x110 mm dia |
| 9 | 200x200x90 mm dia |
| 10 | 160x160x140 mm dia |
| 11 | 160x160x110 mm dia |
| 12 | 160x160x90 mm dia |
| 13 | 140x140x110 mm dia |
| 14 | 140x140x90 mm dia |
| 15 | 110x110x90 mm dia |
| 16 | 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. Equal Tee |
| 17 | 250x250x250 mm dia |
| 18 | 200x200x200 mm dia |
| 19 | 160x160x160 mm dia |
| 20 | 140x140x140 mm dia |
| 21 | 110x110x110 mm dia |
| 22 | 90x90x90 mm dia |
| 23 | 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. |
| 24 | 315x250 mm dia |
| 25 | 250x200 mm dia |
| 26 | 200x160 mm dia |
| 27 | 160x140 mm dia |
| 28 | 140x110 mm dia |
| 29 | 110x90 mm dia |
| 30 | 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. |
| 31 | 315 mm dia |
| 32 | 250 mm dia |
| 33 | 200 mm dia |
| 34 | 160 mm dia |
| 35 | 140 mm dia |
| 36 | 110 mm dia |
| 37 | 90 mm dia |
| 38 | 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. |
| 39 | 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. |
| 40 | 90 mm dia |
| 41 | 110 mm dia |
| 42 | 140 mm dia |
| 43 | 160 mm dia |
| 44 | 200 mm dia |
| 45 | 250 mm dia |
| 46 | 315 mm dia |
| 47 | 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 |
| 48 | 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 Engineer-in-charge. |
| 49 | 90 mm dia |
| 50 | 110 mm dia |
| 51 | 140 mm dia |
| 52 | 160 mm dia |
| 53 | 200 mm dia |
| 54 | 250 mm dia |
| 55 | 315 mm dia |
| 56 | Providing and fitting fixing of CI(Cast Iron) NTP control valve (40 mm) suitable for fitting fixing with GI hydrant point as per CPWD Specification & direction of Engineer-in-charge.. |
| 57 | 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. |
| 58 | 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) |
| 59 | 315 mm dia |
| 60 | 250 mm dia to 110 mm dia |
| 61 | 90 mm dia |
| 62 | 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 -ChargeA) All kinds of soil.A. For UPVC pipes in new work |
| 63 | i) For pipes not exceeding 90 mm dia |
| 64 | ii) For pipes exceeding 90 mm dia but notexceeding 300 mm dia |
| 65 | iii) For pipes exceeding 300 mm dia but notexceeding 600 mm dia |
| 66 | B. For G.I. / C.I. / D.I. pipes in new work a. In all kinds of soil ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 67 | 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.external work. |
| 68 | 150 mm dia nominal bore(medium) |
| 69 | 125 mm dia nominal bore(medium) |
| 70 | Labour charge for laying of G.I pipe conforming IS 1161,3589 & 1239 including fitting fixing complete as per direction of Engineer-in- Charge. |
| 71 | 150 mm dia nominal bore(medium) |
| 72 | 125 mm dia nominal bore(medium) |
| 73 | 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. |
| 74 | 125 mm dia |
| 75 | 150 mm dia |
| 76 | Providing & fitting fixing M.S flange (10mm thick) at site of work of approved quality. |
| 77 | 150 mm dia |
| 78 | 125 mm dia |
| 79 | Providing & fitting fixing Rubber flange washer 6 mm thick at site of work of approved quality. |
| 80 | 150 mm dia |
| 81 | 125 mm dia |
| 82 | 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. |
| 83 | 250 mm dia |
| 84 | 200 mm dia |
| 85 | 150 mm dia |
| 86 | 125 mm dia |
| 87 | 100 mm dia |
| 88 | 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 CPWD specification and direction of the Engineer - in - charge. |
| 89 | 125 mm dia |
| 90 | 150 mm dia |
| 91 | 200 mm dia |
| 92 | Providing & fitting fixing MS tail piece with MS flange suitable for pipes complete as per CPWD Specification & direction of Engineerin-charge. |
| 93 | 250 mm dia |
| 94 | 200 mm dia |
| 95 | 150 mm dia |
| 96 | 125 mm dia |
| 97 | 100 mm dia |
| 98 | Providing and fixing MS bolts including nuts and washers complete as per standard design:- Upto 300mm length.- |
| 99 | 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-in-charge. |
| 100 | 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 |
| 101 | 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. |
| 102 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering All work upto plinth level: 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size |
| 103 | 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: |
| 104 | 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 ) |
| 105 | Dismantling old plaster or pointing, raking out joints, cleaning and preparing 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. |
| 106 | 12 mm cement plaster of mix Cement mortar 1:4 (1 cement : 4 fine sand) |
| 107 | Neat cement punning. Cement mortar 1:4 (1 cement : 4 fine sand) Please Enable Macros to View BoQ information |
