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| 1 | 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) |
| 2 | i. 40 mm OD |
| 3 | ii. 50 mm OD |
| 4 | 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. |
| 5 | i. 40 mm dia |
| 6 | ii. 50 mm dia |
| 7 | Providing, fixing and laying fabricated UPVC end capconforming to IS : 10124 ( Part 4 ) with solvent cementconforming to IS : 14182 including testing of joints completeas per CPWD specification and direction of the Engineer - in- charge. |
| 8 | i. 40 mm dia |
| 9 | Providing, fixing and laying fabricated UPVC equal teeconforming to IS : 10124 ( Part 5 ) with solvent cementconforming to IS : 14182 including testing of joints completeas per CPWD specification and direction of the Engineer - in- charge. |
| 10 | i. 40 x 40 mm dia |
| 11 | ii. 50 x 50 mm dia |
| 12 | Providing, fixing and laying fabricated UPVC straight reducerconforming to IS : 10124 ( Part 3 ) with solvent cementconforming to IS : 14182 including testing of joints completeas per CPWD specification and direction of the Engineer - in- charge. |
| 13 | i. 50 x 40 mm dia |
| 14 | Providing and fixing G.I. pipes medim class as per IS : 1239with latest amendment complete with G.I. fittings includingtrenching and refilling, cutting and making good the walls etc.complete as per CPWD specification and direction of theEngineer - in - charge.A. External work. |
| 15 | i) 15 mm dia. nominal bore |
| 16 | ii) 40 mm dia. nominal bore |
| 17 | Providing and fixing brass ferrule with C.I. cover conformingto IS : 2692 including boring and tapping the main as perCPWD specification and direction of the Engineer - in -charge. |
| 18 | i. 10 mm nominal bore |
| 19 | Providing and fixing G.I. Nipple of medium class as perCPWD specification and direction of the Engineer - in -charge. |
| 20 | i. 15 mm dia 150 mm long |
| 21 | ii. 15 mm dia 225 mm long |
| 22 | Providing and fixing C. I. Bib cock ( long handle ) as perCPWD specification and direction of the Engineer - in -charge. |
| 23 | i. 15 mm dia |
| 24 | Providing and fixing U.P.V.C. service saddle as per CPWDspecification and direction of the Engineer - in - charge. |
| 25 | i. 40 mm dia with 15 mm dia opening |
| 26 | ii. 50 mm dia with 15 mm dia opening |
| 27 | 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. |
| 28 | i. 40 mm dia |
| 29 | ii. 50 mm dia |
| 30 | Providing and laying of flexible PVC pipe (conforming toIS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately). |
| 31 | i. 15 mm dia |
| 32 | ii. 25 mm dia |
| 33 | Excavating trenches of required width for pipes, cables etc.including exacavation for sockets, dressing of sides whererequired, ramming of bottoms, depth upto 1500 mm (slope-1in 200)including getting out the excavated soil and backfillingof soil as required after laying of pipeline, in layers notexceeding 200 mm in depth including consolidating eachdeposited layer by ramming, watering etc. and disposing ofsurplus 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 |
| 34 | i. For pipes not exceeding 90 mm dia |
| 35 | 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. |
| 36 | i. 15 mm dia |
| 37 | Providing and fixing G.I. Unequal Tee with the pipe lineincluding testing of joints complete as per CPWDspecification and direction of the Engineer - in - charge. |
| 38 | i. 40 x 40 x 25 mm dia |
| 39 | ii. 50 x 50 x 25 mm dia |
| 40 | iii. 50 x 50 x 40 mm dia |
| 41 | Providing and fixing G.I. socket as per CPWD specificationand direction of the Engineer - in - charge. |
| 42 | i. 15 mm dia |
| 43 | ii. 25 mm dia |
| 44 | iii. 40 mm dia |
| 45 | iv. 50 mm dia |
| 46 | Providing and fixing G.I. union as per CPWD specificationand direction of the Engineer - in - charge. |
| 47 | i. 15 mm dia |
| 48 | Providing and shrouding of the deep tube well assembly withwashed pea gravels ( 2.0 - 4.75 mm effective size ) as perspecification ( IS : 4097) and direction of the Engineer - in -charge. A. with contractor's rig |
| 49 | i. with pea gravels obtained from Durgapur, West Bengal. |
| 50 | Providing and fixing of UPVC end cap / well cap suitable forUPVC 'CM' casing or 'CS' casing or 'RS' pipes as perspecification and direction of the Engineer - in - charge. |
| 51 | i. 150 mm dia |
| 52 | Providing and fixing of UPVC reducer suitable for UPVC'CM' casing or 'CS' casing or 'RS' pipes as per specificationand direction of the Engineer - in - charge. |
| 53 | i. 150 x 100 mm dia |
| 54 | Providing and fixing of housing clamp ( made with 12 mmthick MS sheet ) along with well cap (made with 10 mm thickMS sheet ) with necessary arrangements for SBDTW as perspecification and direction of the Engineer - in - charge. |
| 55 | i. 150 mm dia |
| 56 | Drilling and boring pilot hole in any soil strata by manualmeans, collection of soil samples of different strata met withduring drilling at various suitable levels, preservation ofsamples in polythene bags / sample boxes and disposal ofexcess soil or mud, including the cost for water etc. asrequired to maintain the pilot hole properly as perspecification and direction of the Engineer - in - charge. |
| 57 | i. 100 mm dia |
| 58 | Reaming of pilot hole to an enlarged bore hole in any soilstrata by manual means, disposal of excess soil or mud,including the cost for water etc. as required to maintain thebore hole properly as per specification and direction of theEngineer - in - charge. |
| 59 | i. from 100 mm dia pilot hole to 250 mm bore hole |
| 60 | Providing & lowering of UPVC pipe as per IS:12818 afterwashing of the bore hole by manual means as perspecification and direction of the Engineer - in - charge. |
| 61 | A. 'CM' Casing pipei. 150 mm dia |
| 62 | ii. 100 mm dia |
| 63 | B. 'RS' pipei. 100 mm dia |
| 64 | Washing and development of tube well by using hand pumpor by any suitable method and testing of the well as perspecification and direction of the Engineer - in - charge. |
| 65 | Making road crossing by horizontal boring for smooth layingof UPVC / CI / DI / GI pipes etc. of required dia complete asper specification and the direction of the Engineer-in-charge. |
| 66 | B. by manual means |
| 67 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth livel |
| 68 | i) 1:2:4 ( 1 Cement: 2 fine sand : 4 well burnt brick aggregate 20 mm nominal size) |
| 69 | Supplying and installation of water lubricated submersible pump or Duke Make ( Modal No.DSP4RFH05 ) having capacity 1500 GPH at total head of 45 mtr, Coupled with submersible meter 2 HP suitable for 240 Volts (+10% verification) single phase 50 HP, AC supply DOL starting method to run at 2880 RPM along with 35 mtr. 2.55 sqm, PVC and 40 mm dia GI pipe up to 100 ft. (30 mtr.) etc.complete as per direction of the Engineer in charge ( required 40 mm dia GI pipe will be supplied by the Deptt. at free of cost) |
| 70 | Supplying & fitting, fixing of MS box of having size 60cm x 60 cm x 45 cm with sloped roof and front shutter with locking arrangement fitted with 4(Four) no 10 mm x 10 mm x 6mm MS angle of 1.60 mtr long included providing and fitting wooden board inside the box having size 55cm x 55 cm x 1 inch thick for fitting all the electrical features like starter, Main switch & including cost of necessary painting & embeding the box with cc block size 30cm x 30cm x 60cm with 1:2:4 (1cement:2 river sand :4 Jhama brick aggregate 20 mm nominal gauge) as per direction of the Engineer in Charge(Starter, Main switch will be paid seperately) |
| 71 | Supplying & fitting fixing of single phase motor starter panel unit 3.0HP capacity comprising with 2 pole conductor,over load relay,capacitor,volt meter of BCH/L&T make with necessary copper wire etc. complete as per direction of the Engineer-in-Charge. |
| 72 | Supplying and fitting, fixing 32 Amps single phase main switch of BCH/L&T/Havels make in/c cost of necessary copper wire wiring complete as per direction of the Engg-in-charge. |
| 73 | Providing and fitting fixing of brass fullway valve with handlein the GI pipe line including cutting, threading etc. completeas per CPWD specification and direction of the Engineer - in- charge.. |
| 74 | v. 40 mm dia Please Enable Macros to View BoQ information |
