Public Health Engineering Department Tender

Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe)

Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes orDuctile Iron Pipes including testing of joints and including the cost of rubber gasket.

200 mmdia DI

150 mmdia DI

Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments

200 mm dia. Class 1

150 mm dia. Class 1

Providing ,supplying ,lowering,laying,jointing ,hydraulic testing and commissioning of PE -100,PN-10 HDPE Pipes in standard lenghts conforming to IS:4984/1415/12786/13488-1 with necessary joining material and all kinds of pipe specials including transportation,Freight charges,inspection charges loading unloading charges,conveying to departmental store,joining procedure as per relevent IS Code complete with materials for jointing procedure with all labours as directed by Engineer In Charge as per IS 7634-Part -2 Hydraulic testing to specified pressures(including cost of all materials labour and water/for specified lenghts inclusive of all kinds of taxes and carriage complete

40 mm dia HDPE pipe

25 mm dia HDPE pipe

20mm dia HDPE pipe

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead.

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)

Dismantling manually/ mechanically including stacking of serviceablematerial and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Bituminous road.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Providing and laying D.I. standard specials such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS : 9523 (as per site requirement) Up to 300 mm dia.@ Rs 7823.70 per Qtl and Over 300 mm dia @ Rs 8225.10 per Qtl,

Providing and fixing of different Pipe Specials of standard make as directed by Engineer-in-Charge i/c all carriages complete job (The rates of pipe specials will be paid as per below 100 mm G.I Bend @ Rs. 1500/NO, 100 mm G.I Equal tee @ 1200/NO,100 mm G.I Union @ 700/NO,100-80 mm G.I reducer socket @ 300/NO,100-65mm G.I reducer socket @ 300/NO,100x 100x80 mm G.I l tee @ 700/NO,100x100x65 mm G.I l tee @ 600/NO,100x100x50 mm G.I tee @ 550/NO,100 x 100 x 40 mm Tee @540/NO,100 x 100 x 25 mm Tee @520/NO,100 x 100 x 20 mm Tee @520/NO,100 mm G.I Elbow @400 /NO,80 mm G.I Union @619/NO,80-65 Reducer Socket @300/NO,80-50 mm Reducer Socket @250/NO,80 mm G.I Elbow @430/NO,80 x 80 x 50 mm Tee @ 300/NO,80 x 80 x 40 mm Tee @ 250/NO,80 x 80 x 25 mm Tee @ 250/NO,80 x 80 x 20 mm Tee @ 250/NO,65 mm G.I Union @ 475/NO,65 x 65 x 20 mm Tee @ 230/NO,65 x 65 x 25 mm Tee @ 230/NO,65 x 65 x 40mm Tee @ 240/NO,65-50 Reducer Socket @ 200/NO ,65 mm G.I Union @ 253/NO,50 mm G.I Elbow @ 200/NO,50 x 50 x 20 mm Tee@ 230/NO,50 x 50x25mm Tee@ 235/NO,50 x 50x40 mm Tee@ 240/NO,50 mm Equal Tee @ 250/NO,50-40 Reducer Socket@ 150/NO,40 mm G.I Union @ 180/NO,40 mm G.I Elbow @ 130/NO,40 x 40 x 20 mm Tee @ 200/NO,40 x 40 x 25 mm Tee @ 200/NO,40-25 Reducer Socket@ 150/NO,40-20 Reducer Socket@ 150/NO,25 mm G.I Union @ 120/NO,25 x 25 x 20 mm Tee @ 130/NO,25 mm Equal Tee @ 110/NO,20 mm Equal Tee @ 100/NO,20 x 20 x 15 mm Tee @ 80/NO,15mm push cock @ 60/ NO,20mm G.I Elbow @ 60/ NO,25mm G.I Elbow @ 60/ NO,20 mm G.I Nipple @ 40/NO, 25mm nipple @ 50/NO.

Carriage of material from source upto actual site of work by mechanical means incl. loading, unloading and stacking complete.16 kms

200 mmdia DI

150 mmdia DI

cement & steel from nearest source for an avg. lead of 15kms.

Sand & Stone aggregates for an avg. lead of 16 kms.

Carriage of material from Dumping site upto actual site of work by manual means incl. loading, unloading and stacking complete 300 mtr lead

200 mmdia DI

150 mmdia DI