PMKSY-Construction of water harvesting structure , Pump house, Collection system at PeeleriVayal

Amount

Water Harvesting structure 10X10X5.60M

2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m nwidth as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5m disposed earth to be levelled and neatly dressed.All kinds of soil

OD 2658/2018-19 (2.6.1+2.26.1) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift upto 1.5m to 3.00 m disposed earth to be levelled and neatly dressed.All kinds of soil

od2659/2018_2019- (2.6.1+2.26.1) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 3 m to 4.5m, disposed earth to be levelled and neatly dressed.All kinds of soil

OD 2660/2018-19 - (2.6.1+2.26.1) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 4.5 m to 6.00 m disposed earth to be levelled and neatly dressed.All kinds of soil

OD 2661/2018-19 - (2.6.1+2.26.1) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 6 m to 7.5 m disposed earth to be levelled and neatly dressed.All kinds of soil

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

OD 2667/2018-19 Laterite dry masonry using roughly dressed stone of size 35x20x20 cm including all cost and labour charges etc. complete for foundation and basement part

od2669/2018_2019 Laterite masonry neatly dressed in cm 1:6 using 35x20x20 cm stones for superstructure, parapet etc including cost of all materials and labour charges etc complete

5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

2.25 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 up to 50 m and lift up to 1.5 m.

13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

13.71 Lettering with black Japan pint of approved brand and manufacture

9.48.2 Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc

ESTIMATE OF PUMP HOUSE AND ELECTRIC MOTOR

2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

od2669/2018_2019 Laterite masonry neatly dressed in cm 1:6 using 35x20x20 cm stones for foundation and basement including cost of all materials and labour charges etc complete

od3494/2018_2019 Laterite masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.

5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

9.48.2 Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc

5.23 Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand).

13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate

9.141 Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (±0.2mm), made out of single piece extruded PVC profile, with mitred cut joints and with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm, including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer-in--charge

9.142.1 35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded solid PVC (±0.2 mm) thick, having styles & rails (except lock rail ) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinges side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm x 20 mm x 1 mm, joints of styles & rails to be metered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm x 100 mm of cross section size 35 mm x 17 mm s 1 mm at each corner. Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm x 35 mm, out of which 95 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer's specification and direction of Engineer-in-charge.Non decorative finish (matt finish)

13.44.1 Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)

13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

13.71 Lettering with black Japan paint of approved brand and manufacture

od3496/2018_2019 Supply of centrifugal monoblock pump with CI impeller and standard fittings capable of discharging minimum 4.90 litre/sec water against total head 25 metres at 3000 rpm with minimum efficiency of 70% NPSHR 2.90m coupled to an electric motor 3 HP, TEFC slip ring/wound rotor induction type, 3000 rpm working on 415 volt, 3 phase 50 Hz AC supply continues rating with class F insulation conforming to IS325/1978 with accessories like mounting bolt and nut foundation bolt with nut, coupling bolt with nut and coupling gaurd etc. from the original manufacturer

od9851/2019_2020 Erection and commissioning 3Hp centrifugal monoblock pump fitted on cement concrete 1:2:4 mix block (0.75x0.75x0.25 size)fitted in correct alignment providing with suitable foundation bolt and nut etc. complete

50.18.8.7.1 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work including cutting chases and making good the wall etc.63 mm pipe 6 Kgf/cm2

od9837/2019_2020 Supplying and fixing 2 module moulded plastic boxes for switch board

od9838/2019_2020 Supplying and fixing best quality ISI marked main switch

od9839/2019_2020 Supplying and fixing 4 mfd capacitor

od9841/2019_2020 Supplying and laying 50 sqmm ISI Marked FR LS PVC insulated single core copper conductor cable

od9842/2019_2020 Supplying and laying 63mm dia PVC bend

od9843/2019_2020 Supplying and fixing 63mm dia PVC foot valve

ESTIMATE OF MASONRYPLATFORM AND INSTALLATION OF PVC TANK

2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

od2669/2018_2019 Laterite masonry neatly dressed in cm 1:6 using 35x20x20 cm stones for foundation ,superstructure and platform including cost of all materials and labour charges etc complete

13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (750 litres capacity-23 numbers )

ESTIMATE OF DISTRIBUTION PIPE AND FITTINGS

50.18.9.6.2 Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2

od506/2020_2021 Supplying and fixing 50mm dia PVC bend

od508/2020_2021 Supplying and fixing 50mm dia PVC Tee

od510/2020_2021 Supplying and fixing 50mm dia PVC valve

od511/2020_2021 Supplying and fixing PVC 50mm dia fourway junction

od513/2020_2021 Supplying and fixing 20 mm dia water taps to a collection tank for watering to vegetables(20 mm dia PVC water tap).