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| 1 | 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 etc exceeding 75 mm dia but not exceeding 315 mm dia. |
| 2 | 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 - charge. |
| 3 | A). For UPVC pipes in new worka). In all kinds of soil i). For pipes not exceeding 90 mm dia |
| 4 | For pipes exceeding 90 mm dia but notexceeding 300 mm dia |
| 5 | For G.I. / C.I. / D.I. pipes in new worka. In all kinds of soilFor pipes not exceeding 90 mm dia |
| 6 | For pipes exceeding 90 mm dia but notexceeding 300 mm dia |
| 7 | Providing, fixing and laying rigid UPVC pipes conforming to IS: 4985 jointing with couplers, of same class conforming to IS :10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer- in -charge.A.Class - 3 ( working pressure 6.0 kg / cm2) |
| 8 | 40 mm OD |
| 9 | 50 mm OD |
| 10 | 90 mm OD |
| 11 | 110 mm OD |
| 12 | 140 mm OD |
| 13 | Providing, fixing and laying fabricated UPVC end capconforming to IS : 10124 ( Part 4 )withsolvent cementconformingtoIS:14182includingtestingof jointscompleteasper CPWDspecificationanddirectionof theEngineer-in- charg |
| 14 | 40 mm dia |
| 15 | 50 mm dia |
| 16 | 90 mm dia |
| 17 | 110 mm dia |
| 18 | 140 mm dia |
| 19 | Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge. |
| 20 | 80 mm dia Ductile Iron Class K-7 pipes. |
| 21 | 100 mm dia Ductile Iron Class K-7 pipes. |
| 22 | 125 mm dia Ductile Iron Class K-7 pipes. |
| 23 | Charges for push-on ( Tyton ) joints to centrifugually ( Spun )cast iron pipes or ductile iron pipes including testing of joints and excluding the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge |
| 24 | 80 mm dia |
| 25 | 100 mm dia |
| 26 | 125 mm dia |
| 27 | Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge. |
| 28 | 40 mm dia with 15 mm dia opening |
| 29 | 50 mm dia with 15 mm dia opening |
| 30 | 90 mm dia with 15 mm dia opening |
| 31 | 110 mm dia with 15 mm dia opening |
| 32 | 140 mm dia with 15 mm dia opening |
| 33 | 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. |
| 34 | 80 mm dia |
| 35 | 100 mm dia |
| 36 | 125 mm dia |
| 37 | 150 mm dia |
| 38 | 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 – chargeExternal work |
| 39 | 80 mm dia nominal bore |
| 40 | 100 mm dia. nominal bore |
| 41 | 125 mm dia. nominal bore |
| 42 | 150 mm dia. nominal bore |
| 43 | Providing & fitting fixing MS tail piece with MS flange suitable for pipes complete as per CPWD Specification & direction of Engineer-in-Charge. |
| 44 | 80 mm dia PVC Pipe |
| 45 | 100 mm dia PVC Pipe |
| 46 | 125 mm dia PVC Pipe |
| 47 | 150 mm dia PVC Pipe |
| 48 | Providing, fixing and laying fabricated UPVC socket/coupler conforming to IS:10124(Part-2) with solvent cement conforming to IS:14182 including testingof joints complete 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 | Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge.15 mm nominal bore |
| 54 | 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. |
| 55 | 80 mm dia.A) PN - 1.6 |
| 56 | 100 mm dia.A) PN - 1.6 |
| 57 | 125 mm dia.A) PN - 1.6 |
| 58 | 150 mm dia.A) PN - 1.6 |
| 59 | Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge.15 mm dia |
| 60 | Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in - charge. |
| 61 | 40 mm dia |
| 62 | 50 mm dia |
| 63 | Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 64 | 32 x 32 x 32 mm dia |
| 65 | 40 x 40 x 40 mm dia |
| 66 | 50 x 50 x 50 mm dia |
| 67 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 68 | 50 x 40 mm dia |
| 69 | 65 x 40 mm dia |
| 70 | 80 x 65 mm dia |
| 71 | Providing and fixing of Brass Union Joints ( Medium class ) with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 72 | 15 mm dia |
| 73 | 40 mm dia |
| 74 | 50 mm dia |
| 75 | Providing and laying of flexible PVC pipe(conforming to IS:7634) complete including earth work as per specification and direction of the E-I-C.( cost of fittings will be paid seperately).i) 15 mm dia |
| 76 | 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-in-charge. (Payment of couplers, tees, reducers etc will be made separately) |
| 77 | i)250 mm dia to 110 mm dia. |
| 78 | ii)90 mm dia |
| 79 | 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. |
| 80 | Constructing masonry Chamber 90x90x100 cm,inside with 75 class designation brick work incement mortar 1:4 (1 cement : 4 fine sand) for sluicevalve, with C.I. surface box 100 mm. topdiameter, 160 mm bottom diameter and 190 mmdeep (inside) with chained lid and RCC top slab 1:2:4mix (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size ) necessaryexcavation foundation concrete 1:5:10 (1 cement :5 fine sand:10 graded stone aggregate 40 mmnominal size ) and inside plastering with cementmortar 1:3 (1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neat cement completeas per standard design :With Second Class bricks Please Enable Macros to View BoQ information |
