Parappukara Grama Panchayath Motor shed supply and installation of

Amount

Pump House

OD3708/2023-2024:RING BUND Type II Putting up ring bund with earth fill gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work etc. complete.

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

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

2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m

OD3709/2023-2024:Modified from 60.64.1 Coconut Pile - Supplying and stacking well matured straight coconut post for driving down through various strata bellow bed level including cost conveyance, labour charges etc. complete.

OD3710/2023-2024:Modified 60.64.4 Coconut Pile - Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end

OD3712/2023-2024:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. complete for improving the CBR value of subgrade

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.

4.1.6: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 40 mm nominal size)

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

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

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

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

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

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

50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

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

13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

OD3713/2023-2024:Supply and Installation of ready made concrete ring of diameter 1.5m and depth 0.45m (or nearest avaiable size)

OD3714/2023-2024:Providing and fixing Concrete jaali 60*45cm or nearest size with all necessary fittings including labour charges etc. complete.

OD3734/2023-2024:Supply installation and testing at site of centrifugal pump with following duty criteria, coupled with suitable electric motor TEFC, fitted on a common base frame, with necessary fittings and couplings. The material of construction of impeller shall be Cast Iron/ Carbon Steel/ Bronze, and that of pump body is Cast Iron Alloy, pump shaft /shaft sleeve SS410. Panel board with suitable starter for Monoblock / close coupled pump, Voltmeter, Ammeter, MCCB, ELCB, Single phase preventer, dry run preventer etc. Electrical Connection, earthing and panel board as per the norms of KSEB/ Electrical Inspectorate. RYB indication lamp with suitable control. VAF with matching CTs . Star delta timer. Single phase preventer with dry run preventer. The rate quoted should be inclusive of all the supply and installtion and commissioning at the site and all type of transport and conveyance, loading and unloading charges, civil ,mechanical electrical works for fixing of motor pumpset and foundation works for fixing pump and bolts ,GST etc. All installation should meet the KSEB requirement. Drawings etc from licensed enginee needed for KSEB Connection r to be provided.Approximate duty point head 8-10m, Minimum discharge at Duty point Head: 28-31 lps, Power allocation: 5hp at Nedumpaal Padasekharam. The supply should include Flexible suction pipe 20m, dia suitable for proposed pump inlet , flanges be supplied as per site requirement.Base frame ,coupling,coupling guard, , Delivery pipe -flexible pipe 20 m lenght suited to the pump,foundation bolts, flanges, necessary cables and wiring , all fittings like PVC foot valve, NRV and Ball valve etc as needed for the pump location to be provided .All items to comply with BIS standards

OD3735/2023-2024:Supply of Reputed make 0.75KW/1HP Monobloc Vaccum Pump Model, Suction Diameter Delivery Diameter suitable for above Monobloc Pump. Vacuum 100-600 mm of Mercury

Bidder Name

SAHADEVAN N R