Refurbishment of CSP (Central Sliver Plant) KVIC Hajipur, Dist: Vaishali of Bihar under Ministry of Micro, Small Medium Enterprises, Govt. of India

aggregate 40 mm nominal size derived from natural sources)

Providing and laying in position ready mixed or site batched design mix cement concrete for

reinforced cement concrete work; using coarse aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures

in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to

improve durability and workability without impairing strength; including pumping of

concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering,

shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the

following grades of concrete

5.33.2 All works above plinth level upto floor V level. M-25 Cum 20.00 ₹ 9,860.40 197208.00

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 2500 107.85 269625.00

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in

superstructure above plinth level up to floor V level in all shapes and sizes in :

6.4.2 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 25 9105.95 227648.75

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation

7.5 in superstructure above plinth level up to floor V level

6.13.2 Cement mortar 1:4 (1 cement : 4 coarse sand) sqm 100 1123.80 112380.00

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Flooring Work (Cladding Work)

Providing and fixing Ist 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 @ 3.3kg per sqm, including pointing in white

cement mixed with pigment of matching shade complete.

Wood and PVC Work

24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow

section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both

sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/

plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws.

The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1

mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of

9.118.1 size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of sqm 25 2969.25 74231.25

plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered

single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1

mm) wall thickness. The panels filled vertically and tie bar at two places by inserting

horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per

manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and bathroom

Structural Steel Work

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work,

10.2 including cutting, hoisting, fixing in position and applying a priming coat of approved steel kg 1000 133.70 133700.00

primer all complete

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in

10.25 position and applying a priming coat of approved steel primer using structural steel etc. as

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 250 172.60 43150.00

Providing & fixing glass panes with putty and glazing clips in steel doors, windows,

clerestory windows, all complete with :

10.30.1 4.0 mm thick glass panes sqm 450 1064.65 479092.50

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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

11.37 such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 sqm 50 1096.55 54827.50

Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing

the joints with white cement and matching pigment etc., complete.

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the

manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of

11.41 approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :

4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints

with white cement and matching pigments etc., complete.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS

12.41 : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap

for thermal expansion, (i) Single socketed pipes.

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised -

PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws

of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4

coarse sand) and making good the wall etc. complete.

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Providing and fixing false ceiling at all height including providing and fixing of frame work

made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of

120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm

wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one

flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts,

other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with

nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I.

channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the

ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each

having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular

to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long

12.45 G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high

having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition

with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm

interval, including fixing of gypsum board to ceiling section and perimeter channel with the

help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to

a flush finish of tapered and square edges of the board with recommended jointing

compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150

mm on both sides of joint and two coats of primer suitable for board, all as per

manufacturer’s specification and also including the cost of making openings for light fittings,

grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete

as per drawings, specification and direction of the Engineer in Charge but excluding the cost

of painting with :

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12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board

with BIS certification marks)

Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium

silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level,

suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @

120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at

joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum)

sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm

(Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form

a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made

of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to

from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall

angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with

the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230

mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved

texture in the grid, including, cutting/ making opening for services like diffusers, grills, light

fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended

from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia

and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of

size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed

with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as

per specifications, drawings and as directed by Engineer-in-Charge.

Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing

sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per

IS code 2676 with characteristics of good formability and corrosion resistance. The profile

12.65 sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap

headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal

washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per

directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately)

0.71 mm, Aluminium Colour coated troughed profile with center to center pitch of 200 mm,

depth of 32 mm, overall profile width1092 mm, cover width 1000mm.

Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in

0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO

12.66 designation)] For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet

and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50mm

with 3mm thick EPDM seal and SS plain washer complete :

12.66.1 Precoated/mill finish aluminium Ridges plain (500- 600mm) meter 250 1066.20 266550.00

12.66.6 Precoated/mill finish aluminium Gutter (600 mm over all girth) meter 250 1808.65 452162.50

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Finishing Works

13.1 12 mm cement plaster of mix :

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than

13.41 50 gram/litre, of approved manufacturer and of required shade and colour all complete to

achieve even shade and colour :

New work (two or more coats) over and including water thinnable priming coat with cement

primer having VOC content less than 50 gram/litre

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of

required shade:

New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of

exterior primer applied @ 0.90 litre/10 sqm)

Painting with synthetic enamel paint of approved brand and manufacture to give an even

13.61.1 Two or more coats on new work sqm 450 155.90 70155.00

Providing and applying white cement based putty of average thickness 1 mm, of approved

13.80 brand and manufacturer, over the plastered wall surface to prepare the surface even and sqm 3000 156.05 468150.00

smooth complete.

Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under,

including cutting the patch in proper shape, raking out joints and preparing and plastering

the surface of the walls complete, including disposal of rubbish to the dumping ground, all

complete as per direction of Engineer-in-Charge

14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand) sqm 200 547.20 109440.00

Renewing glass panes, with putty and nails wherever necessary including racking out the old

14.5.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) sqm 150 1090.65 163597.50

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to

seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal &

vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps

and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a

serviceable condition for the required duration as approved and removing it there after .The

scaffolding system shall be stiffened with bracings, runners, connection with the building etc

wherever required for inspection of work at required locations with essential safety features

for the workmen etc. complete as per directions and approval of Engineer-in-charge .The

elevational area of the scaffolding shall be measured for payment purpose .The payment will

be made once irrespective of duration of scaffolding.

Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under,

including cutting the patch in proper shape, raking out joints and preparing plastering the

wall surface with white cement based polymer modified self curing mortar, including

disposal of rubbish, all complete as per the direction of Engineer-In-Charge

Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth

etc. and disposal of same, all as per the direction of Engineer-in-charge.

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Providing & fixing White vitreous china water closet squatting pan (Indian type) along with

“S” or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete

with all operations including all necessary materials, labour and disposal of dismantled

material i/c malba, all complete as per the direction of Engineer-in charge.

14.80.1 Long pattern W.C Pan of size 580x440 mm each 12 3501.70 42020.40

14.80.2 Long pattern W.C Pan of size 580x440 mm each 12 4478.75 53745.00

Cutting holes of required size in brick masonry wall for fixing of exhaust fan including

14.81 providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same each 12 288.10 3457.20

etc. complete as per direction of Engineer-in-charge

Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all

complete as per directions of Engineer-in-Charge

Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50

metres lead) as per direction of Engineer-in-Charge. (a) Internal Work- Exposed on wall

Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of

14.85 repaired door shutters to existing door frames, including replacement of hinges with screws, each 8 429.10 3432.80

etc. as required, all complete as per the direction of the Engineer-in-charge.

14.9 Renewal of old putty of glass panes (length) meter 200 56.15 11230.00

Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of

14.92 thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the sqm 2000 88.90 177800.00

membrane by Butane Torch as per manufactures recommendation

Dismantling & Demolishing Work

Demolishing cement concrete manually/ by mechanical means including disposal of material

within 50 metres lead as per direction of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) cum 5 2434.25 12171.25

Demolishing cement concrete manually/ by mechanical means including disposal of material

within 50 metres lead as per direction of Engineer - in - charge.

15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) cum 25 1503.60 37590.00

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars

15.3 and disposal of unserviceable material within 50 metres lead as per direction of Engineer - cum 10 3551.25 35512.50

Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work

15.5 (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of sqm 50 1147.20 57360.00

Engineer-in-charge

15.6 Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work kg 100 9.05 905.00

Demolishing brick work manually/ by mechanical means including stacking of serviceable

15.7 material and disposal of unserviceable material within 50 metres lead as per direction of

Engineer-in-charge.

Dismantling dressed stone work ashlar face stone work, marble work or precast concrete

15.10 work manually/ by mechanical means including stacking of serviceable and disposal of

unserviceable material within 50 metres lead as per direction of Engineer-in-charge :

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15.10.2 In cement mortar cum 8 2877.75 23022.00

Dismantling doors, windows and clerestory windows (steel or wood) shutter including

chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :

15.12.1 Of area 3 sq. metres and below each 12 367.20 4406.40

15.12.2 Of area beyond 3 sq. metres each 12 502.75 6033.00

Taking out doors, windows and clerestory window shutters (steel or wood) including

stacking within 50 metres lead :

15.13.1 Of area 3 sq. metres and below each 8 143.50 1148.00

15.13.2 Of area beyond 3 sq. metres each 6 188.90 1133.40

Dismantling tile work in floors and roofs laid in cement mortar including stacking material

within 50 metres lead.

15.23.1 For thickness of tiles 10 mm to 25 mm

Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable

material and disposal of unserviceable material within 50 metres lead :

Dismantling cement asbestos or other hard board ceiling or partition walls including stacking

of serviceable materials and disposal of unserviceable materials within 50 metres lead

Dismantling G.I. pipes (external work) including excavation and refilling trenches after

15.44 taking out the pipes, manually/ by mechanical means including stacking of pipes within 50

metres lead as per direction of Engineer-in-charge :

15.44.1 15 mm to 40 mm nominal bore meter 40 149.80 5992.00

15.44.2 Above 40 mm nominal Bore meter 25 161.40 4035.00

Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes,

manually/ by mechanical means breaking lead caulked joints, melting of lead and making

into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of

Engineer-in-charge:

15.45.1 Up to 150 mm diameter meter 25 332.40 8310.00

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster

including disposal of rubbish to the dumping ground within 50 metres lead

Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and

15.58 disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and cum 15 2818.90 42283.50

unserviceable material separately including cutting reinforcement bars.

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials

by mechanical means, including loading, transporting, unloading to approved municipal

dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all

leads including all lifts involved.

Demolishing brick work manually/ by mechanical means including stacking of serviceable

15.7 material and disposal of unserviceable material within 50 metres lead as per direction of

Engineer-in-charge.

15.7.4 In cement Mortar cum 15 2060.20 30903.00

Dismantling doors, windows and clerestory windows (steel or wood) shutter including

chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead

15.12.2 Of area beyond 3 sq. metres sqm 50 502.75 25137.50

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Dismantling steel work in built up sections in angles, tees, flats and channels including all

gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking

50 metres lead.

Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material

within 50 metres lead of:

15.28.2 Asbestos cement sheet Sqm 141 77.30 10899.30

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of

M -30 grade made by block making machine with strong vibratory compaction, of approved

16.68 size, design & shape, laid in required colour and pattern over and including 50mm thick sqm 150 972.00 145800.00

compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the

direction of Engineer-in-charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement

concrete in position to the required line, level and curvature, jointed with cement mortar 1:3

(1 cement: 3 coarse sand), including making joints with or without grooves (thickness of

16.69 joints except at sharp curve shall not to more than 5mm), including making drainage opening cum 20 10117.6 202352.00

wherever required complete etc. as per direction of Engineer-in-charge (length of finished

kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone

shall be approved by Engineer-in-charge)

16.3 Supplying and stacking at site.

16.3.2 63 mm to 45 mm size stone aggregate cum 150 1636.05 245407.50

16.3.3 53 mm to 22.4 mm size stone aggregate cum 150 1842.30 276345.00

16.3.6 Stone screening 13.2 mm nominal size (Type A) cum 225 2034.35 457728.75

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications

in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne

16.4 capacity in stages to proper grade and camber, applying and brooming requisite type of cum 525 1046.95 549648.75

screening / binding material to fill up interstices of coarse aggregate, watering and

compacting to the required density .

Surface dressing on new surface with paving bitumen of grade VG - 10 of approved quality

using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per

100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc.

Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using

1.95 kg of bitumen per sqm with 1.50 cum of stone chippings 11.2 mm nominal size per 100

sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc.

Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95

16.28 kg/sqm of surface area with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of

road surface, including consolidation with road roller of 6 to 8 tonne capacity , etc. complete :

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16.28.1 Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to IS : 8887) sqm 25 198.45 4961.25

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including

16.30 heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on

bitumen boiler, cleaning and preparing the existing road surface as per specifications :

16.30.2 On bituminous surface @ 0.50 Kg / sqm sqm 20 48.20 964.00

Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using

16.31 emulsion pressure distributer including preparing the surface & cleaning with mechanical

16.31.1 With rapid setting bitumen emulsion

2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm

and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of

16.33 stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot

straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc.

complete (tack coat to be paid for separately).

With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70

grams per kg of asphalt

Providing and laying seal coat over prepared surface of road with bitumen heated in

bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and

16.41 blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and sqm 25 130.85 3271.25

retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with

power road roller all complete.

Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under

footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded

stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing

and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1

cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth

including centring, shuttering & neat cement punning inside the bell mouth etc. all complete.

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal

16.42 size) in pavements, laid to required slope and camber in panels as required including cum 300 7993.80 2398140.00

consolidation finishing and tamping complete.

16.78 Construction of granular Sub-Base by providing close grade Material confirming to

specification, mixing in a mechanical mix plant at OMC

16.78.2 With Material confirming garde-II (size range 75 mm to0.75 mm) having CBR value-25 cum 150 2924.85 438727.50

Sanitary Installations Work

Providing and fixing white vitreous china pedestal type water closet (European type W.C.

pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush

17.2 pipe, with manually controlled device (handle lever), conforming to IS : 7231, with

all fittings and fixtures complete, including cutting and making good the walls and

floors wherever required :

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 4 6515.55 26062.20

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roviding and fixing white vitreous china flat back or wall corner type lipped front urinal

basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing

17.4 cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps

complete, including painting of fittings and brackets, cutting and making good the walls and

floors wherever required :

17.4.1 one urinal basin with 5 litre white P.V.C. automatic flushing cistern Each 4.00 6258.75 25035.00

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32

17.7 mm C.P. brass waste of standard pattern, including painting of fittings and brackets,

cutting and making good the walls wherever require:

17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps Each 4 2684.85 10739.40

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved

17.31 quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass Each 4 1607.95 6431.80

screws and washers complete.

Providing and fixing P.V.C. Waste pipe for sink or wash basin including P.V.C.

waste fittings complete.

17.28.1 Semi rigid pipe

Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and

as per the direction of Engineer-in-charge.

DSR-17.34 Providing and fixing toilet paper holder :

Providing and Work

fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the

pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step

CPVC solvent cement and the cost of cutting chases and making good the same including

testing of joints complete as per direction of Engineer in Charge. Concealed work, including

cutting chases and making good the walls

18.8.1 15 mm nominal dia pipe Metre 15 497.8 7467.00

18.8.2 20 mm nominal dia pipe Metre 25.00 537.60 13440.00

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting

and making good the walls etc.

Internal work - Exposed on Wall For Roof

18.10.3 25 mm dia nominal bore Metre 18.00 551.70 9930.60

18.10.4 32 mm dia nominal bore Metre 18.00 667.00 12006.00

18.10.5 40 mm dia nominal bore Metre 18.00 811.90 14614.20

18.10.6 50 mm dia nominal bore Metre 18.00 1048.35 18870.30

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931

18.49.1 15 mm nominal bore Each 4.00 506.80 2027.20

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS

18.50 standards and weighing not less than 690

18.50.1 15 mm nominal bore Each 4.00 820.70 3282.80

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CENTRAL SLIVER PLANTS KVIC HAJIPUR

DSR 2023 Rate Amount

Sl no. Description Unit Qty

Item DSR NS DSR NS

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved

quality conforming to IS:8931

18.53.1 15 mm nominal bore Each 4 574.30 2297.20

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CENTRAL SLIVER PLANTS KVIC HAJIPUR

DSR 2023 Rate Amount

Sl no. Description Unit Qty

Item DSR NS DSR NS

Providing and fixing aluminium work for doors, windows, ventilators and partitions with

extruded built up standard tubular sections/ appropriate Z sections and other sections of

approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia

and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides

21.1 with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust

free, straight, mitred and jointed mechanically wherever required including cleat angle,

Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all

complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing,

paneling and dash fasteners to be paid for separately)

21.1.1 For fixed portion

Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868,

Minimum anodic coating of grade AC 15)

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots

21.1.2 and making provision for fixing of fittings wherever required including the cost of EPDM

rubber / neoprene gasket required (Fittings shall be paid for separately

Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868,

Minimum anodic coating of grade AC 15)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions

etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings

and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in

21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) sqm 25 1505.25 37631.25

Providing and injecting approved grout in proportion recommended by the manufacturer

into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required

26.35 pressure including cutting of nipples after curing etc. complete as per directions of Engineer-

inCharge. (The payment shall be made on the basis of actual weight of approved grout

Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified

Cement slurry made with non shrink compound in concrete/RCC work

Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and

along crack line including drilling of holes of required diametre (20mm to 30mm) up to

depth from 30mm to 80mm at required spacing and making the hole & crack dust free by

blowing compressed air, sealing the distance between injection nipple with adhesive

chemical of approved make and allow it to cure complete as per direction of Engineer-In-

waterproofing with weather coat anti dustand primer including finishing with advance latex

plus and purk (Berger)

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CENTRAL SLIVER PLANTS KVIC HAJIPUR

DSR 2023 Rate Amount

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Item DSR NS DSR NS

Cleaning rust from rusted steel bar by using alkaline rust remove & wire brush Rust

Remover:- cleaning rust from rusted reinforcement bar by using alkaline rust remover

painted with brush and removing rust with flex, (after 24 hours of application of rust

NS remover) with the help of wire brush, sand paper or any other suitable device and throulgy Sqm 200 488.00 97600.00

washed with water with the help of pressure jet and allowing it dry complete as per direction

of engineer in charge, only area cleaned steel bar shall be measured for payment for

payment. Application area :- corroded reinforcement

Making hole far anchor system/rebaring Making hole by power drilling holes of appropriate

diameters in reinforced or plain cement concrete to a minimum depth complete including

NS cleaning the drilled holes and loose dust by blowing air. Application area:- lintel band and Nos 8 104.00 832.00

corner joint will be provided 100mm - 150mm deep hole for 12mm dia anchoring into

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Anchor Fastener for steel jacketing/other applications Providing and fixing anchor fastener

system, mechanical/epoxy based of standard make for connections in concrete as per design

and drawings and/or as directed by Engineer-in-charge. (Rate shall include cost of bolts,

labour, all materials including epoxy cartridges (wherever required), T&P for power drilling,

NS cleaning the drilled holes of loose dust by blowing air, insertion of epoxy from cartridge with Nos 8 535.00 4280.00

plastic nozzles as may be required, placing internally threaded sleeve, driving of bolts, 2

nos-4mm thick (hot dip galvanized/epoxy coated) washers, fastening screw and tightening

with nuts and check nuts etc. as may be required 12 mm dia anchor fasteners Application

area:- where fastener will be used to fasten lintel band

NS CFRP Applications

Carbon Fiber Laminated Grooving And Applying carbon fiber laminates with compatible

structural adhesive including, surface preparation Grinding concrete substrate, cleaning it

with wire brush removing oil, lailance if present, etc complete.) and Proflibng (Applying

compatible primer on prepared substrate, Filling the holes and uneven surface/surfaces with

thyrotrophic putty etc . complete) and Application of laminate (Marking the application area

on structural element, cutting the laminate to require size, applying compatible structural

adhesive on laminate in parabolic manner by adhesive laminating machine, paste the

laminate on desire area by using tamping roller to avoid any air voids) etc. complete (Mode

of measurement. Per running Mt. laminate applied) (Size 1.4 mm thick and 10 mm wide)

Application area along the wall

Lime pressure grouting Application Inside voids should be treated and sealed with

impermeable non shrinkage low viscous lime grouting materials (Which are threatening the

structural integrity or water tightness with mix density of 1.05 Kg/liter and then it should be

leveled with polymer mortar concrete (PMC), Rate doesn't include cost of lime grouting

material Application area:- along the roof band and lint band(in the range of 1 meter width

along the wall length)

NS Nozzle Fixing for lime Grouting kg 50 25.00 1250.00

Providing and inserting 12mm diameter Aluminum galvanized iron injection nipples along

crack lines or honey-comb area (heavy air-voids and low density areas). including drilling

holes of required diameter up to depths from 40mm to 80mm or half the thickness of

member (whichever is less). at required spacing but not exceeding the thickness of member

or 300 mm, Making grooves of size 12min 12mm along the crack line, Making the crack dust

free by blowing compressed air and then washing with water Sealing me distance between

the injection nipples with approved putty (Polymer modified cement mortar/polyester

putty/epoxy putty) etc. and allow it to cure. Application area where injecting grouting will

Coating Applications Nos 8 326.00 2608.00

Repair of honey combing area with Epoxy nozzle grout and after grouting traetment of

surface with polymer mortar

a Providing and applying epoxy putty sqm 500 633.20 316600.00

b Providing and applying low viscous epoxy grout kg 250 981.30 245325.00

Providing and applying nozzle fixing and removing nozzle after grouting. Traetment of

surface with polymer mortar

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CENTRAL SLIVER PLANTS KVIC HAJIPUR

DSR 2023 Rate Amount

Sl no. Description Unit Qty

Item DSR NS DSR NS

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