|
| 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. |
| 2 | A. For UPVC pipes in new works:- (a) In all kinds of soil ii) For Pipes not exceeding 90 mm dia |
| 3 | 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 including testing of joints complete (but excluding the cost of specials like bend ,tees etc.which will be paid separately) as per per CPWD specification and direction of the Engineer-in charge. A.Class-3(Working pressure 6.0 kg/Cm2) |
| 4 | i.40mm OD |
| 5 | ii.50mm OD |
| 6 | Providing and laying of flexible pipe (conforming to IS: 7634) complete as per specification and direction of the Engineer-in-charge (cost of earth work and fittings will be paid separately) |
| 7 | i.15 mm dia |
| 8 | iii.25 mm dia |
| 9 | Charges for making hole by drilling and making thread by thread bit in the CI / DI pipe as per specification & direction of the Engineer-in-charge. |
| 10 | i. 10 mm dia nominal bore |
| 11 | Providing and fitting fixing brass ferrule with C.I cover conforming to IS-2692 in/c boring and tapping the main as per CPWD specification and direction of the Engineer-in-charge. |
| 12 | a)10mm nominal bore |
| 13 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. |
| 14 | i. 15 mm dia 75 mm long |
| 15 | ii. 15 mm dia 150 mm long |
| 16 | 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. |
| 17 | i. 15 mm dia. nominal bore |
| 18 | v. 40 mm dia. nominal bore |
| 19 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and directionof the Engineer - in – charge. |
| 20 | i. 15 mm dia |
| 21 | v. 40 mm dia |
| 22 | Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 23 | i. 20 x 20 x 15 mm dia |
| 24 | vii. 40 x 40 x 15 mm dia |
| 25 | Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and directionof the Engineer - in - charge. |
| 26 | i. 15 x 15 x 15 mm dia |
| 27 | iii. 40x40x40mm dia |
| 28 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. |
| 29 | i. 15 mm dia |
| 30 | iii. 25 mm dia |
| 31 | iii. 40 mm dia |
| 32 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. |
| 33 | i. 15 mm dia |
| 34 | iii. 25 mm dia |
| 35 | iii. 40 mm dia |
| 36 | Earth work in excavation by mechanical means (Hydraulicexcavator) / 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 leadof 50 m.All kinds of soil. |
| 37 | 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. |
| 38 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level.i) 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brick aggregate of 40 mm nominal size) |
| 39 | Providing and fixing G. I. Full Way valve as per CPWD specification and direction of the Engineer - in -Charge. |
| 40 | i. 15 mm dia |
| 41 | ii. 40 mm dia |
| 42 | Making road crossing by horizontal boring for smooth laying ofUPVC / CI / DI / GI pipes etc. of required dia complete as perspecification and the direction of the Engineer-in-charge.B. by manual means |
| 43 | Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in -Charge. |
| 44 | i. 15 mm dia Please Enable Macros to View BoQ information |
