Others-JJM - WSS to Irinjalakuda Municipality and Muriyad,Velookkara Panchayaths in Thrissur District- Package I ( Part A) - 12m dia intake well cum pump house, Raw water pump set , 500 KVA , 100 KVA transformer at Well site- General Civil Work

Amount

App (A) : Construction of 12m diameter Intake Well at Karuvannur - PART I - Cost of Materials

100.98.124:Supply of DI K9 Pipe Conforming to IS 8329/2000, 600mm Dia.

18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia

100.98.492:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 600mm.

App (A) - Construction of 12m diameter Intake Well Cum Pump House - Part II - Working Charges

100.98.1008:Engaging Coolie.

OD14553/2022-2023: Constructing ring bund of top width 2.00 m, bottom width 4.00 m and height 3.00 m by using earth filled cement bag on both faces and filling clay for puddle and for dismantling after completing work etc

50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.

OD14567/2022-2023:Providing cutting edge to well curb of 12m dia well with 150x150x12mm MS angle,welding16mm dia MS rods to angle @30cm c/c 16 mm dia brace at 1m and bending to suit the curb etc.complete.

5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining

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

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

OD14650/2022-2023: Sinking well above 9.0m and upto 12.0 m i inside and depth up to 3.00m below spring level in hard soil to line and levels and plumb by scooping out earth from inside and below steining using necessary appliances including hire and labour for the same, bailing out water using pump set, cutting necessary lead drain toconvey the boiled out water including dumping the spoil beyond beyond initial lead of 50m etc.complete

OD14651/2022-2023:Sinking well up to 12m dia and depth up to 3.00 - 4.5m below spring level in hard soil to line and levels and plumb by scooping out earth from inside and below steining using necessary appliances including hire and labour for the same, bailing out water using pump set, cutting necessary lead drain to convey the boiled out water including dumping the spoil beyond initial lead of 50m etc.complete.

OD14656/2022-2023:Sinking well up to 12m dia and depth up to 4.5-6.0m below spring level in hard soil to line and levels and plumb by scooping out earth from inside and below steining using necessary appliances including hire and labour for the same, bailing out water using pump set, cutting necessary lead drain to convey the boiled out water including dumping the spoil beyond initial lead of 50m etc.complete

OD14660/2022-2023:Sinking well up to 12m dia and depth up to 6.0-7.5m below spring level in hard soil to line and levels and plumb by scooping out earth from inside and below steining using necessary appliances including hire and labour for the same, bailing out water using pump set, cutting necessary lead drain to convey the boiled out water including dumping the spoil beyond initial lead of 50m etc.complete.

OD14666/2022-2023:Sinking well up to 12 m dia and depth up to 7.5-9.0 m below spring level in hard soil to line and levels and plumb by scooping out earth from inside and below steining using necessary appliances including hire and labour for the same, bailing out water using pump set, cutting necessary lead drain to convey the boiled out water including dumping the spoil beyond initial lead of 50 m etc. complete.

OD14702/2022-2023:Sinking well up to 12m dia and depth up to 9.0-10.50 m below spring level in hard soil to line and levels and plumb by scooping out earth from inside and below steinning using necessary appliances including hire and labour for the same, bailing out water using pump set, cutting necessary lead drain to convey the boiled out water including dumping the spoil beyond initial lead of 50m etc. complete

OD14704/2022-2023:Sinking well up to 12m dia and depth up to 10.50-12.00 m below spring level in hard soil to line and levels and plumb by scooping out earth from inside and below steinning using necessary appliances including hire and labour for the same, bailing out water using pump set, cutting necessary lead drain to convey the boiled out water including dumping the spoil beyond initial lead of 50m etc. complete

OD14707/2022-2023:Sinking well up to 12m dia and depth up to 12-13.50 m below spring level in hard soil to line and levels and plumb by scooping out earth from inside and below steinning using necessary appliances including<br>hire and labour for the same, bailing out water using pump set, cutting necessary lead drain to convey the boiled out water including dumping the spoil beyond initial lead of 50m etc. complete

OD14719/2022-2023:Sinking well up to 12m dia and depth up to 13.50-15.00 m below spring level in hard soil to line and levels and plumb by scooping out earth from inside and below steinning using necessary appliances including hire and labour for the same, bailing out water using pump set, cutting necessary lead drain to convey the boiled out water including dumping the spoil beyond initial lead of 50m etc. complete<br>Click To Open/Hide Specification<br>

OD14722/2022-2023:Sinking well up to 12m dia and depth up to 15.00-16.50 m below spring level in hard soil to line and levels and plumb by scooping out earth from inside and below steinning using necessary appliances including<br>hire and labour for the same, bailing out water using pump set, cutting necessary lead drain to convey the boiled out water including dumping the spoil beyond initial lead of 50m etc. complete

OD14724/2022-2023:Sinking well up to 12m dia and depth up to 16.50-18.00 m below spring level in hard soil to line and levels and plumb by scooping out earth from inside and below steinning using necessary appliances including<br>hire and labour for the same, bailing out water using pump set, cutting necessary lead drain to convey the boiled out water including dumping the spoil beyond initial lead of 50m etc. complete

100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.

100.7.2:Bailing out water with engine and pump set above 5HP up to 10HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes

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)

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

100.15.10:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 600mm diameter Ductile Iron Double Flanged pipes.

18.30.12:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:600 mm diameter pipe

100.31.1.12:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 600mm diameter, Class I.

18.24:Laying in position S & S or flanged C.I. special such as tees, bends, collars, tapers and caps etc. ( excluding cost of specials).

OD19365/2022-2023:Dry stone masonry for protection chamber at the mouth of lead pipes including cost of materials and labour charges

50.5.4:Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1. 5:3 ( 1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size

5.9.15:Centering and shuttering including strutting, etc. and removal of form for:Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like

App (B) - Construction of 12m diameter Intake Well - Construction of Foot Bridge - Working Chrges

20.2.3:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).450 mm dia piles

20.6.1.2:Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge. Single pile upto 50 tonne capacityRoutine test

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

15.5:Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work ( Payment shall be made on the cross sectional area of R.C.C. or R.B work) as per direction of Engineer-in-charge.

OD14803/2022-2023:Chipping and removing the top of RCC pile of CC carefully without damaging the position of piles and removing the debris with a lead and lift etc complete and exposing the vertical rods and removing the stirrups

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.All kinds of soil

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)

5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

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

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

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

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

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

OD14820/2022-2023:Bailing out from trenches by engaging man mazdoor using buckets including hire charges

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

13.85.3:Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre

13.82.2:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats

10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes

OD14865/2022-2023:Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ litre

13.63.1:Painting with aluminium paint of approved brand and manufacture to give an even shade.Two or more coats on new work

App (C) - Construction of 12m diameter intake well - Construction of pump house - Working Charge

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

50.6.1.6: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 above floor two level upto floor five level thickness 20cm and above in : CM 1:6 ( 1 cement : 6 coarse sand sand) etc complete

5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

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

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

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

5.11.1:Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)

9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood

9.5.1.1:Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge. Second class teak wood35 mm thick shutters

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

13.50.1:Applying priming coat:With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)

13.57.1:Painting with oil type wood preservative of approved brand and manufacture :New work (two or more coats)

13.69.1:Polishing on wood work with ready mixed wax polish of approved brand and manufacture:New work

10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover

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

13.85.3:Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre

OD14945/2022-2023:Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ litre

13.82.2:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats

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

13.63.1:Painting with aluminium paint of approved brand and manufacture to give an even shade.Two or more coats on new work

10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes

13.71:Lettering with black Japan pint of approved brand and manufacture

App (D) - Construction of 12m diameter intake well -Electrification

OD18656/2022-2023: Providing Panel board, ELCB, MCCB, Earthing,10 No. light point with light fittings,1No fan point with ceiling fan fitting,1 No. exhaust fan point with fittings,2 NosSpot Lightpoints with fittings,3Nos 5/6A 3pin socket outlet with switches,2Nos 6pin 15/16A socket outlet with switches ,2 Nos of pipe earting etc.

App (E) - Construction of Toilet in Intake Well site - Working charges

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.All kinds of soil

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

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

50.2.25.1:Filling with contractor's own 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 as per direction of site Engineer-in-charge

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).

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

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

50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm 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.

13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing

13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)

13.37.1:White washing with lime to give an even shade:New work (three or more coats)

13.39.1:Colour washing such as green, blue or buff to give an even shade:New work ( two or more coats) with a base coat of white washing with lime

11.36:Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.

9.119:Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door fame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer-in Charge.

9.120.1:Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and sized of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of whicj 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5mm thick, 95 mm wide PVC sheet out of which75 mm shall be tapered in 45 degree on th inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mmx2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded /sealed to the styles & rails with 7 mm (5 mm + 2 mm ) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer -in-charge, manufacture's specification & drawing.30 mm thick plain PVC door shutters

OD15212/2022-2023:Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ litre

13.63.1:Painting with aluminium paint of approved brand and manufacture to give an even shade.Two or more coats on new work

OD18979/2022-2023:Providing lightening protection system to Intake well structure as per ISI standards.

App (F) - Construction of Protection wall at well site- - Working charges

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.All kinds of soil

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)

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

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

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

50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.

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

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

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)

13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm

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

13.50.3:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works

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

App(G) - Design,Supply, erection and commissioning of (250 Hp ) Raw Water Vertical Turbine Motor Pump set at Well site

App(H) - Supply errection testing commissioning of 5 Tonne capacity crane

OD113140/2023-2024:Supply , delivery and fixing of 5 Tonne or suitable capacity electrically and manually working on single girder with overhead travelling trolley and clear lift as per site conditions for lifting the chemicals, chlorine, pumps etc. and fitting as required, supplied with one set of crane sling with GI D shackle and clamps etc. complete as per the instruction of the engineer in charge.

App (I) - Supply, erection and testing of 11KV/433KV ,500KVA out door transformer at well site.

OD30007/2022-2023:Supply, Fabrication and Erection of 4 pole structure made out of ISM 175 x 85 mm joist of 10mtrs. Length and cross members of ISMC 100x50mm MS channels and fitted with following equipments 0 SWG solid copper conductors shall be used for all jumber connections from suppliers AB switch to transformer through various equipments. The post has to be fixed 1.6M below ground level using 1:2:4 coment concrete as per standard including painting with 2 coats of aluminium paint over 2 coats of red oxide primer 300 x 300 x 6mm MS plate shall be welded to all poles as base plate.It shall contain two sets of 400 A gang operated AB switches , One set of Drop out fuses, Disc and pin insulators ,1 Set(3 Nos) of 9KV ,6KA lightning arrestors etc with interconnecting earth bus etc complete.

OD30008/2022-2023:Supply, Erection and Commissioning of 500KVA 11KV/433V,3 phase,50Hz,Dyn 11,ONAN outdoor copper wound oil filled transformer with first fill of oil, off load tap changer +5 to 12.5% in steps of 2.5%. HT side bushing and LT side cable box suitable for 4x3.5x240Sq.mm. XLPE cable complete as per IS specification.

OD30010/2022-2023:Supply, Erection, Testing and Commissioning of neutral CT 150/5A 15VA 5P10 in weather proof MS painted enclosure with hinged cover.

OD30012/2022-2023:Supply, Erection, Testing and Commissioing of outdoor oil fitted CTPT unit with bushing as per KSEB standard consisting of following:PT ratio 11KV/110V, 100VA 0.2S CLASS : 1 No.CT ratIo 11KV,15/5 A, 0.2s Class KSEB standards

OD30013/2022-2023:Supply, Erection, Testing and Commissioing of TOD meter as per KSEB specifications. The rate should include cost of fee and other incidental expenses for testing TOD meter.

OD30030/2022-2023:Supply, Erection, Testing and Commissioing of following switchboards indoor self standing cubile type dust and vermin proof, fully compartmentalised made out of 14SWG CRCA sheet, power coated. The<br>switch board should have suitable rated TPN aluminium busbars with specified current, fault level and insulated with SMC/DMC busbar supports, colour coded heat shrinkable PVC sleeves complete as per the schematic drawing and<br>specification enclosed. The panel should have 6mm thick FRP shourding as per electrical inspectorate specifications.-MSB Incomer: 800A 4P ACB with 3O/C+1E/F, shunt releases set at 666A – 1 Nos. Voltmeter, Ammeter, Indicator sets with necessary accessories shall be given for incomer & panel should be fully wired. Outgoings: 400A MCCB - 3 Nos. 200A 4P MCCB - 3 Nos

OD113941/2023-2024:End terminations 4 core 400Sq.mm. 11 KV AYFY Cable using Brass Glands and Aluminium Sockets

OD113942/2023-2024:Supply and Laying testing and commissioning of following sizes of (1100V) cable XLPE Aluminium - 3.5C x 400 Sqmm ( Transformer to Main Switch Board)

OD30035/2022-2023:Supply and laying of following size of 1.1 KV grade PVC insulated and armoured heavy duty aluminium cable as per IS though builtin trenches/ cable trays including clamping-3Cx240Sq.mm.

OD30037/2022-2023:Supply and laying of following size of 1.1 KV grade PVC insulated and armoured heavy duty aluminium cable as per IS though builtin treches/ cable trays including clamping- 4C x25 Sq.mm.

OD30038/2022-2023:LT CABLING<br>Supply and laying of following size of 1.1 KV grade PVC insulated and armoured heavy duty aluminium cable as per<br>IS though builtin trenches/ cable trays including clamping - 4Cx16sqmm

OD30040/2022-2023:Supply and providing ISI brand single compression cable gland termination for the following cable including cable lug of aluminium of suitable type and size. The rate should include gland cost of gland earthing- 3.5 C x 400 Sq.mm.

OD30064/2022-2023:Supply and providing ISI brand single compression cable gland termination for the following cable including cable lug of aluminium of suitable type and size. The rate should include gland cost of gland earthing- 3C x 240 Sq.mm.

OD30065/2022-2023:Supply and providing ISI brand single compression cable gland termination for the following cable including cable lug of aluminium of suitable type and size. The rate should include gland cost of gland earthing- 4 C x 25 Sq.mm.

OD30066/2022-2023:Supply and providing ISI brand single compression cable gland termination for the following cable including cable lug of aluminium of suitable type and size. The rate should include gland cost of gland earthing.- 4 C x 16 Sq.mm.

OD30067/2022-2023: Earthing with G.I. earth plate 1200 mm X 1200 mm X 12.5 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

OD30073/2022-2023:Supply and laying of following sizes of electrolytic quality copper earthing conductor.-25 x 6 mm Copper

OD30075/2022-2023:Supply and laying of following sizes of electrolytic quality copper earthing conductor.-25x3mm Copper

OD30076/2022-2023:Supply and spreading 40mm hard granite in the transformer yard for a depth of 15cm on 10cm sand bed.

OD30078/2022-2023:Supply and spreading river sand for spreading in the transformer yard & filling the trench for laying cable 10cm below and 10cm above the cable

OD30083/2022-2023:Supply, Fabrication and Erection of fencing for transformer yard upto a height of 2.5m using 3m. Long 40x40x6mm angle supports at 1.2m interval erected in ground 0.5m below and 2.5m above ground level the bottom portion grouted on 1:2:4 cement concrete providing necessary length 25x6mm flat iron horizontals at<br>80cm intervals and providing 10mm MS rods vertically fitted at 10cm interval including excavation of soil, levelling,painting 2 coats of aluminium paint over 2 coats of red oxide primer.

OD30086/2022-2023:Supply and fixing of 2mx1m size gate with 40x40x6mm angle frame with 3 nos. MS flat, centralcorss support of 25x6mm flat iron and 10mm road as verical welded with 10cm apart to the gate fr ame hinged to the existing fencing pole, providing locking arrangements and painting 2 coats of aluminium paint over 2 coats of red oxide primer.

OD30095/2022-2023:Supply and providing MS ladder type cable try and supports made out of suitable size MS angles/<br>flats etc. including apinting with 2 coats of enamel paint over 2 coats of red oxide primer.

OD30097/2022-2023:Painting, Identification marks letters etc. in panel boards DB transformer etc. as per electrical inspectorate standards.

OD30099/2022-2023:Supply and providing LT cable route marker bolted or welded to 35x35x6mm angle iron 60cm long and fixing the same in ground and grouted with suitable cement concrete of size 20x20x20cm.

OD30103/2022-2023:S&F yard light fitting with GI pole & 20WCFL . Supply Conveyance, installation, testing and commissioning of 20W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD Less than10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)

OD30133/2022-2023:Wiring for light point/ fan point / exhaust fan point / call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.

OD30134/2022-2023: Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet

OD30259/2022-2023:Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.

OD30262/2022-2023:Supply and providing following safety items.-Supply and providing 6mm thick rubber mat 0.9m wide 1.8m long (ISI marked) SI no 915

OD30266/2022-2023:Supply and providing DCP type fire extinguisher 5kg (ISI marked) Rate as per SI 917

OD30268/2022-2023:Supply and providing CO2 type fire extinguisher 9 kg ISI marked (market rate)

OD30269/2022-2023:Fire bucket with floor mounting self stand type ( SI no 918)

OD30272/2022-2023:Supply and providing Shock treatment chart duly framed with glass cover. Rate as per SI No:919

OD30274/2022-2023:10 mm thick SMC chequered plates SI no 914b

OD30278/2022-2023: Wiring for light point/ fan point / exhaust fan point / call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.

OD30279/2022-2023:Supply and providing following safety items.-Danger boards

Bidder Name

V P GROUP