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| 1 | Repairing of leakages caused for damage of lead joint at C.I pipes/C.I specials including excavation of earth as required upto 1.80 m depth, cutting of bituminous road/W.B.M road(upto three or more layers) by 30 cm average depth/soling road including dewatering,side protection and making good the same with nexisting materials etc. complete in all respect as per direction of the Engineer in charge. |
| 2 | iii) 125 mm dia |
| 3 | iv) 150 mm dia |
| 4 | Charges for cutting D.I. pipe with Mechanical cutter asper CPWD specification and direction of the Engineer - in - charge. |
| 5 | 100 mm dia |
| 6 | 150 mm dia |
| 7 | Labour charge for fitting,fixing of gland rope in CI sluice valve of various dia (80 mm dia to 250 mm dia) as per direction of Engineer-in-Charge.(Including the cost of gland rope,grease,nuts and bolts etc) |
| 8 | Removal of blockage from existing distribution pipe line of all domestic as well as washing by inserting 40 mm dia PVC coil pipe upto the length of 30.00 mtr by cutting of pipe at any depth including necessary de watering whenever required etc. complete as per direction of Engineer-in -Charge.(Bitumen road cutting,excavating earth and re filling the same sand filling cutting and relaying of pipes,specials in/c lead joints will be paid seperately) |
| 9 | Charges for repairing of leakages in UPVC/ HDPE pipe line with PVC coupler & solvent cement etc. in/c necessary earth excavation, backfilling of soil as required after laying of pipeline in layers not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-in-charge. |
| 10 | a) 90 mm dia |
| 11 | b) 110 mm dia |
| 12 | c)140 mm dia |
| 13 | Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipe etc of required dia complete as per specification & direction of the Engineer-in-charge. |
| 14 | a) By manual means |
| 15 | 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.A)External work |
| 16 | i)15 mm dia nominal bore |
| 17 | v)40 mm dia nominal bore |
| 18 | Providing and fixing G.I. Reducer with the pipe line includingtesting of joints complete as per CPWD specification anddirection of the Engineer - in - charge. |
| 19 | vii) 40 x 15 mm dia |
| 20 | Providing & fixing GI Union as per CPWD specification & direction of the Engineer-in-charge. |
| 21 | a) 15 mm dia |
| 22 | b) 40 mm dia |
| 23 | Providing & fixing GI Nipple as per specification & direction of the Engineer-in-charge. |
| 24 | a) 15 mm dia, 225 mm long |
| 25 | Providing and fixing G.I. Bend /elbow in the pipe lineincluding testing of joints complete as per CPWDspecification and direction of the Engineer - in - charge. |
| 26 | 15 mm dia |
| 27 | Providing and fixing G.I. socket as per CPWD specificationand direction of the Engineer - in - charge. |
| 28 | 15 mm dia |
| 29 | Providing & fixing PVC /Plastic Bibcock conforming to IS 9763 in hydrant point at different location as per specification & direction of the Engineer-in-charge. |
| 30 | a) 15 mm dia PVC/ Plastic bibcock |
| 31 | Providing & fixing brass ferrule with CI cover in/c boring & tapping the main as per specification & direction of the Engineer-in-charge. |
| 32 | a) 15 mm dia |
| 33 | Providing & fixing UPVC service saddle as per specification & direction of the Engineer-in-charge. |
| 34 | 40 mm dia with 15 mm dia opening |
| 35 | 90 mm dia with 15 mm dia opening |
| 36 | 110 mm dia with 15 mm dia opening |
| 37 | 140 mm dia with 15 mm dia opening |
| 38 | Providing & fixing CI sluice valve (with cap) complete with bolt, nut, rubber insertions etc. ( the tail pieces if required will be paid separately) as per specification & direction of the Engineer-in-charge. (A. class-I) |
| 39 | 150 mm dia (PN1.6) |
| 40 | 350 mm dia (PN1.6) |
| 41 | Excavating trenches of required width for pipes, cables etc, in/c excavation for sockets, & dressing of sides where required, ramming of bottoms, depth up to 1500 mm in/c getting out the excavated soil, & backfilling of soil as required, after laying of pipeline, in layers not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming, watering etc. & disposing of surplus excavated soil with all required leads as per specification & direction of the Engineer-in-charge.. |
| 42 | a) In all kinds of soil |
| 43 | i) Forpipes not exceeding 90 mm dia |
| 44 | Providing, fixing & 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 in/c testing of joints complete (but ex/c the cost of specials like bend tees etc which will be paid separately) as per CPWD specification and direction of the Engg-in-ch. |
| 45 | A. class-3(working pressure 6.0kg/cm2) |
| 46 | i) 40 mm OD |
| 47 | ii) 50 mm OD |
| 48 | v) 90 mm OD |
| 49 | Providing, fixing and laying fabricated UPVC bend ofrequired degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11/ 12 / 13 ) with solvent cement conforming to IS : 14182including testing of joints complete as per CPWDspecification and direction of the Engineer - in - charge. |
| 50 | i) 40 mm OD |
| 51 | ii) 50 mm OD |
| 52 | v) 90 mm OD |
| 53 | Providing, fixing & laying fabricated UPVC socket/ coupler conforming to Is: 10124 (Part 2) with solvent cement conforming to IS 14182 in/c testing of joints complete as per CPWD specification & direction of the Engineer-in-charge. |
| 54 | a) 90 mm dia |
| 55 | b) 110 mm dia |
| 56 | c)140 mm dia |
| 57 | Providing, fixing & laying fabricated UPVC End cap conforming to IS : 10124 ( part -4) with solvent cement conforming to IS: 14182 in/c testing of joints complete as per specification & direction of the Engineer-in-charge. (working pressure 6 kg/ sqcm) |
| 58 | a) 90 mm dia |
| 59 | b) 110 mm dia |
| 60 | c)140 mm dia |
| 61 | Providing and Supplying of pig lead conforming to IS : 27 atsite of work as per CPWD specification and direction of theEngineer - in - charge. |
| 62 | Providing & laying of flexible PVC pipe (conforming to IS:7634) complete in/c earth work as per specification and direction of the Engg-in-ch.(cost of fittings will be paid separately) |
| 63 | a) 15 mm dia |
| 64 | Constructing masonry chamber 90 x 90 x 100 cm inside with brick work in cement mortar 1:4 (1 cement: 4 fine sand) for sluice valve with CI surface box 100 mm top diameter, 160 mm bottom diameter & 180 mm ddeep (inside) with chained lid & RCC top slab 1:2:4 mix (1 cement:2 fine sand::4 graded 1st class brick aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement :5 fine sand :10 graded 1st class brick aggregate 40 mm nominal size) & inside plastering with cement mortar 1:3 (1 cement : 3 fine sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design, specification & direction of the Engineer-in-charge. |
| 65 | A) with 1st class bricks. |
| 66 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formworkasperdrawings&MoRDtechnical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement) P.C.C grade M 10 (using jhama brick aggregate) |
| 67 | i) Nominal mix 1:3:6 |
| 68 | Repair and maintenance of 5 HP / 7.5 HP Motor suitable for2500 GPH capacity submerssible pumpset by completedismantling in/c providing & fitting fixing of PVC ( IS : 8783-1978 ) insulated electro grade copper ( IS : 613-1984 )conductor winding in stator & all necessary spare parts andreassembling the same including servicing of rotor &necessary trial run as per specification and direction of theEngineer-in-charge. |
| 69 | Repair and maintenance of 10 HP / 12.5 HP Motor suitablefor 5000 GPH capacity submerssible pumpset by completedismantling in/c providing & fitting fixing of PVC ( IS : 8783-1978 ) insulated electro grade copper ( IS : 613-1984 )conductor winding in stator & all necessary spare parts andreassembling the same including servicing of rotor &necessary trial run as per specification and direction of theEngineer-in-charge. |
| 70 | Labour charge for lifting of 20,000/10,000/5000 GPH capacity water lubricated vertical submersible pump with motor in/c 80ft. Cplumn pipe assimbly by heavy duty chain pully block as per direction of the Engineer-In-Charge. |
| 71 | Labour charge for fitting, fixing & lowering of 20,000/10,000/5000 GPH capacity water lubricated vertical submersible pump with motor in/c 85ft. by heavy duty chain pully block as per direction of the Engineer-In-Charge. |
| 72 | Providing and fitting fixing steel sheet enclosed switch fuseunit (suitable for DIN fuses), triple pole with Neutral Link(TPN), 415/500 Volt, L & T / Havells / BCH make etc.complete as per specification and direction of the Engineerin-charge. |
| 73 | ii) 63 amps |
| 74 | iii) 100 amps |
| 75 | Providing and fitting fixing of Fully Automatic Star Delta typeMotor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosureswith Contractors and Timer etc. complete suitable forsubmersible Pump L & T, BCH, ABB make as perspecification and direction of the Engineer-in-charge. |
| 76 | i) 25 HP/18.5 kw Relay range within 13-21 + 10% |
| 77 | ii) 50 HP/37 kw Relay range within 28-42 + 10% |
| 78 | Providing and fitting fixing of moving iron type, Range 0-500V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make)with selector switch as a electrical instrument of the pannelboard as per specification and direction of the Engineer-incharge. |
| 79 | Providing and fitting fixing of moving iron type, Range 0-100/0-200 amps, 96 mm x 96 mm size AC Amps meterdirect reading type ( L & T / AE make) with selector switchand CT coil as a electrical instrument of the pannel board asper specification and direction of the Engineer-in-charge. Please Enable Macros to View BoQ information |
