T-connection and installation of pump with cleaning of sumpwell at Manipark Colony

Labour charges only for complete cleaning of existing open well with suitable motor pum set, electric conneciton/ generator set etc and de siliting of mud garbage and other material up to bottom of the dug well and cleaning with bleaching powder etc i/c cast of pump machinery, electricity, labour chemical etc all work complete Sumpwell capacity 200000 ltrs

Inter connection with main supply line 350x200mm dia rider connection help of MS clamp rubber sheet, nutbolt, viser etc complete work as per site condition, testing and all rick cover 350x200 mm

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Supplying & Installation of approved Make required capacity 3 phase, 50 Hz, 415V, Centrifugal Monoblock pump, with Starter, i/c single phase preventor, connections, base channel foundation etc. as required as per specifications but excluding Pipe and connection cable.. 5.0 H.P. Head Mt. 6-33, Discharge LPH 1380-450 11.10.2 /P. No. 166

Providing & laying Ductile iron Mechanical joint collar with follower glands conforming to IS-9523/2000 having dimension as per table 24 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 200 mm 4.11.4 / P. No. 61

Providing & fixing of following Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete. 8.62.3 / P. No. 138

80mm dia PN 1.0

150mm dia PN 1.0

Providing and fixing following check (non-return) valves Class-I, conforming to IS-778/1984 (Reaffirmed 2005) female ends, tested to 21.00 Kg/cm2. 80 mm dia flanged 3.7.6 / P. No. 49

Providing and laying in position including testing of following Cast Iron Flange spigot (Adopter) conforming to IS/5531/ 1988 (Reaffirmed 2002) manufactured by mazza process. 6.20/ P. No. 89

80mm dia

100mm dia

150mm dia

Providing laying and jointing of following galvanized Iron (MS) Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets conforming to IS-1239/2011 Part II. 100mm dia 6.20/ P. No. 89

Providing and laying in position following PVC flanged tail pieces suitable for 6, 8 and 10 Kg./Sq. cm. Pressure pipes. 4.7/ P. No.66

Providing, laying and jointing following P.V.C. pipes with solvent cement joint for 6, 8 and 10 kg/cm2. pressures including testing of joints, cost of jointing materials etc. complete in all respect. 4.1.2/ P. No. 64

90mm 6kg/cm2

160mm 6kg/cm2

200mm 6kg/cm2

Providing, Solvent Cement Joints to PVC Pipes and fittings of 6, 8 and 10 kg/cm2 Pressure including testing of joints and cost of jointing materials (i.e. socket, coupler & solvent cement) 4.3.1/ P. No. 65

Providing and laying in position following PVC bends, suitable for 6, 8 and 10 Kg/Sqcm. Pressure pipes. 4.5.1/ P. No. 65

Providing and laying in position following PVC Tees, suitable for 6, 8 and 10 Kg/Sqcm. Pressure pipes. 4.6/ P. No. 66

Providing and fixing PVC Djoint (Detachable joint) in PVC pipe line suitable for classes up to 10kg/sqcm Pressure pipes nut bolt, cutting of pipe, testing of joints etc complete. 4.13/ P. No. 67

Providing and laying in position including testing of following PVC Reducers suitable for 6, 8 and 10 kg/cm2 pressure pipes. 4.11.5/ P. No. 67

160mm x 90mm

200mm x 160mm

Providing and laying in position following PVC End caps, suitable for 6, 8 and 10 Kg/Sqcm. Pressure pipes. 90mm 4.9.2/ P. No. 66

Earth work in excavation for foundation, trenches for pipes/ cables, drains or in well excavation etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. All kinds of soil. 15.6.1 /P. No. 257

Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. in depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils 15.11 / P. No. 258

Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per direction of Engineer-incharge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 15.18.1 /P. No. 259

Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. 1:1½:3 (M-20) 15.31.1.3/ P. No. 260

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