Item Rate of Upvc Pipe Supplying, Fixing, Jointing and Testing in Council Area Fatehpur

Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.

Lime Concrete, cement concrete grade M-10 (1:5:10) and below

Cement Concrete Grade M-15 and above and PCC blocks

Prestressed /Reinforced cement concrete with separating, cleaning, straightening and cutting of bars

Dismantling Brick / Tile work

In cement mortar

Dismantling Stone Masonry

Rubble stone masonry in cement mortar.

Carriage of Materials by mechanical transport including loading, unloading and stacking ::

Earth work in excavation in open area, STP, WTP, Pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of Engineer. (Measurements for payment to be done as per standard drawings). In all type of soil. Upto 3.0 m depth

Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.

110 mm dia

160 mm dia

200mm dia

Providing, lowering, laying in trenches, aligning, fixing in position and jointing uPVC pipe fittings/ accessories of class III (6 Kg/sqcm) confirming to IS:7834 suitable for potable water with rubber rings joints in uPVC pipe line at all levels/ depth including all material, labour, hydraulic testing and commissioning as per Technical specifications and as per direction of Engineer. Equal Tee (Moulded) welded with socket

110 mm dia

160 mm dia

200mm dia

Unequal Tee (Moulded) welded with socket 160 X 110 mm dia

200 X 110 mm dia

200 X 160 mm dia

250 X 110 mm dia

Reducer (Fabricated)

200 X 110 mm dia

250 X 110 mm dia

200 X 160 mm dia

Double/Single socketed 90 degree long bend (single piece welded with socket) 160 mm dia

200mm dia

250mm dia

Double/Single socketed 45/22.5/11.25 degree long bend (single piece welded with socket) 160 mm dia

200mm dia

250 mm dia

uPVC End Cap 110 mm dia

160 mm dia

200mm dia

250 mm dia

Labour Charges for making connection with proposed pipe line to existing pipe line of PVC/ HDPE/ GRP including dewatering etc. complete but excluding the cost of pipes, specials, joints etc as directed by site engineer for following dia. (Earthwork to be measured and paid separately) 75-200 mm dia

250-500 mm dia

Labour Charges for leakage repair in existing pipe line of AC/ DI/ CI including dewatering etc. complete but excluding the cost of pipes, specials, joints etc as directed by site engineer for following dia. (Earthwork to be measured and paid separately) 80-200 mm dia

250-500 mm dia

Labour Charges for leakage repair in existing pipe line of PVC/ HDPE/ GRP including dewatering etc. complete but excluding the cost of pipes, specials, joints etc as directed by site engineer for following dia. (Earthwork to be measured and paid separately) 75-200 mm dia

250-500 mm dia

Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20