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| 1 | Dismantling of Cement Concrete Pavements as per MoRD Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials with all lifts and upto a lead of 1000 m, stacking serviceable materials and unserviceable materials separately as per MoRD Technical Specification Clause 202. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.-All kinds of soil - i) By Manual means- |
| 3 | Excavating trenches of required width for pipes, cables etc.including excavation for sockets, dressing of sides whererequired, ramming of bottoms, depth up-to 1500 mm 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. A) For PVC pipes in new work-In all kinds of soil |
| 4 | i. For pipes not exceeding 90 mm dia. |
| 5 | Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge.A) By Manual Means |
| 6 | Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 7 | A)10 MM Dia. |
| 8 | Providing and laying of flexible PVC pipe( Conforming to IS:7634) complete as per specification and direction of the of the Engineer-in-Charge (Cost of Earth Work & fittings to be paid separately). |
| 9 | a) 15 mm Dia. |
| 10 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes U V stabilized and anti microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings including trenching, refilling & testing of joints complete as per direction of Engineer - in - Charge. External Work |
| 11 | PN-16 Pipe, 25mm OD (SDR 7.4) |
| 12 | PN-16 Pipe, 40mm OD (SDR 7.4) for casing |
| 13 | Providing & fixing G.I. Union as per CPWD specification and direction of the E-In-Charge. |
| 14 | a)15 MM Dia. |
| 15 | 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. |
| 16 | A)15 MM Dia. |
| 17 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. |
| 18 | A)15 MM Dia. |
| 19 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in -charge. |
| 20 | i. 15 mm dia 75 mm long |
| 21 | ii. 15 mm dia 150 mm long |
| 22 | 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. |
| 23 | i. 15 mm dia. nominal bore |
| 24 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge. |
| 25 | i. 15 mm dia PVC /plastic bib cock |
| 26 | 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. |
| 27 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering |
| 28 | All work upto plinth level 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) Please Enable Macros to View BoQ information |
