CONSTRUCTION OF NEW ADMINISTRATIVE BUILDING AND TRAINING HALL OF KVK, BANASKANTHA-II, SDAU AT THARAD

Excavation for foundation upto 1.50 m. depth in loose or

soft soil including sorting out and stacking of useful

material and dispose of excavated stuff for all lead and lift

etc. complete. As per given detail drawing and design and

directed by engineer in charge.

Excavation for foundation from 1.50m to 3.00m depth in

1a hard or dense soil. 103.04 Cum 160.77

Rubble soling :Providing, Laying, spreading and

compacting hard, durable rubble stones (typically 75-150

mm) laid to a 200mm thickness over a levelled surface in

the footing. The stones must be closely packed and set

2 firmly, with all voids filled by smaller aggregates like stone 60.98 Cum 250.00

dust, sand, or morrum, and the layer compacted after

watering in two layers of 100mm each i/c compaction etc.

Providing & laying P.C.C. 1:4:8 (1 cement, 4 coarse sand,

graded stone aggregates of 40 mm nominal size) for

foundation & plinth (below column footing and G.B) in

3 true line and level including ramming/consolidating curing 30.49 Cum 3348.00

etc. complete. As per given detail drawing and design as

directed by engineer in charge.

Providing & laying P.C.C. 1:5:10 (1 cement, 5 coarse sand,

10 graded stone aggregates of 40 mm nominal size) for

3A below brick walls & plinth ramming, consolidating in true 59.79 Cum 3396.00

line and level. As per given drawing and design as directed

by engineer in charge.

Carrying out Anti termite treatment to post construction

/existing structure by flooding / spraying chemical

solution using 'DERMET' or equivalent chemical with 50%

concentration for termite control treatment including all

labour and material consistent with I.S.I specificatoin and

as per given drawing, design, instructions as directed by

engineer in charge.

Water proofing for sunk slab and terrace : Providing and

laying water proofing treatment for Toilets & Kitchen

including cleaning the RCC slab top surface, Providing on

top of slab surface cement slurry mixed with approved

water proofing compound thereafter providing cement

mortor 1:4 (1 cement 4 course sand) 20mm thick with

approved water proofing compound and filling 200 mm

depth sunk with layer of old/new half broken bricks(coba)

5 including keeping 15mm to 20mm gap between broken 538.57 Sq. m 519.75

bricks. Providing necessary gradients for proper flow of

water and providing cement slurry with water proofing

compound spread over brick bat (coba) in cement mortor

1:4: (1 cement 4 course sand) mixed with approved water

proofing compound, top finished smooth with cement

and extending the water proof.

Providing & Filling with available excavated earth

(Excluding rock) in trenches, plinth, sides of foundation

etc. in layers not less than 20 cm. in deth, consolidating

6 each deposited layer by ramming and watering etc. 401.28 Cum 129.10

complete as directed by engineer in charge.

Providing & filling in foundation and plinth with murrum

or selected soil brought from outside ,in layers not

exceeding 20 cm in thickness including watering ramming

6a and consolidating in proper level and slope etc. complete 303.80 Cum 267.62

as directed by engineer in charge.

Providing & Filling in plinth with sand under floors

including watering ramming, consolidation and dressing

6b as per required line and levels etc. complete. As directed 60.76 Cum 420.69

by engineer in charge.

P/L M 25 grade cement concrete work 1:1:2 (1 cement :

course sand : 2 stone aggregate 20 mm nominal size B.T.

kapachi) including the cost of necessary form work in true

line and levels including compacting with vibrator, curing.

7 But excluding cost of reinforcement for R.C.C work for 96.19 Cum 4488.00

COLUMN FOOTING for any cross sectional area etc.

complete. As per given structural drawing, design and as

directed by engineer in charge.

P/L M 25 grade cement concrete work 1:1:2 (1 cement :

course sand : 2 stone aggregate 20 mm nominal size B.T.

kapachi) including the cost of necessary form work in true

line and levels including compacting with vibrator, curing.

7a But excluding cost of reinforcement for R.C.C work for 9.55 Cum 6880.00

COLUMN PADESTAL for any cross sectional area etc.

complete. As per given structural drawing, design and as

directed by engineer in charge.

P/L M 25 grade cement concrete work 1:1:2 (1 cement :

course sand : 2 stone aggregate 20 mm nominal size B.T.

kapachi) including the cost of necessary form work in true

line and levels including compacting with vibrator, curing.

7b But excluding cost of reinforcement for R.C.C work for 34.45 Cum 6312.00

PLINTH & GROUND BEAM for any cross sectional area etc.

complete. As per given structural drawing, design and as

directed by engineer in charge.

Providing and laying M 25 grade cement concrete work

1:1:2 (1 cement : 1 course sand : 2 stone aggregate

mm nominal size B.T. kapachi) including the cost of

necessary form work in true line and levels including

7c compacting with vibrator, curing. But excluding cost of 34.56 Cum 8063.00

reinforcement for Column work for above plinth level for

any cross sectional area etc. complete. As per given

structural drawing, design and as directed by engineer in

Providing and laying M 20 grade cement concrete work

1:1.5:3 (1 cement : 1.5 course sand : 3 stone aggregate

mm nominal size B.T. kapachi) including the cost of

necessary form work in true line and levels including

7d compacting with vibrator, curing. But excluding cost of 0.06 Cum 6147.00

reinforcement for COPING for any cross sectional area

etc. complete. As per given structural drawing, design

and as directed by engineer in charge.

Providing and laying M 20 grade cement concrete work

1:1.5:3 (1 cement : 1.5 course sand : 3 stone aggregate

mm nominal size B.T. kapachi) including the cost of

necessary form work in true line and levels including

7e compacting with vibrator, curing. But excluding cost of 10.66 Cum 6569.00

reinforcement for LINTEL/ CHHAJJA for any cross

sectional area etc. complete. As per given structural

drawing, design and as directed by engineer in charge.

Providing and laying M 20 grade cement concrete work

1:1.5:3 (1 cement : 1.5 course sand : 3 stone aggregate

mm nominal size B.T. kapachi) including the cost of

necessary form work in true line and levels including

compacting with vibrator, curing. But excluding cost of

7f reinforcement for SLAB OF ALL FLOORS ( 3.65 mtr. Clear 65.04 Cum 6057.00

bottom height of slab from floor level) for any cross

sectional area etc. complete. As per given structural

drawing, design and as directed by engineer in charge.

Providing and laying M 20 grade cement concrete work

1:1.5:3 (1 cement : 1.5 course sand : 3 stone aggregate

mm nominal size B.T. kapachi) including the cost of

necessary form work in true line and levels including

7g compacting with vibrator, curing. But excluding cost of 48.45 Cum 6535.00

reinforcement for BEAMS AT ALL FLOORS for any cross

sectional area etc. complete. As per given structural

drawing, design and as directed by engineer in charge.

Providing and laying M 20 grade cement concrete work

1:1.5:3 (1 cement : 1.5 course sand : 3 stone aggregate

mm nominal size B.T. kapachi) including the cost of

necessary form work in true line and levels including

7h compacting with vibrator, curing. But excluding cost of 3.28 Cum 6192.00

reinforcement for STAIR STEPS & LANDINGS for any cross

sectional area etc. complete. As per given structural

drawing, design and as directed by engineer in charge.

Providing and laying M 20 grade cement concrete work

1:1.5:3 (1 cement : 1.5 course sand : 3 stone aggregate

mm nominal size B.T. kapachi) including the cost of

necessary form work in true line and levels including

7i compacting with vibrator, curing. But excluding cost of 0.45 Cum 9833.00

reinforcement for PARDI AND PARDI BEAMS AT ALL

FLOORS for any cross sectional area etc. complete. As per

given structural drawing, design and as directed by

engineer in charge.

P/L TMT STEEL BAR Fe500 reinforcement for R.C.C work

uo to floor two level including cutting , bending, binding

8 and placing in position with annealed wires etc. complete 25353.18 KG 76.52

as per given structural drawing and design and as directed

by engineer in charge.

Brick work : P/L and constructing Brick work using first

class conventional clay bricks having crushing strength not

less than 35 kg/sq.m. in FOUNDATION AND PLINTH in c.m.

9 1:6 (1 cement : 6 fine sand) in true line and level including 84.98 Cum 4172.60

curing, scaffolding, racking out the joints etc. Complete as

per given drawing and design and as directed by engineer

P/L and constructing Brick work using first class

conventional clay bricks having crushing strength not less

than 35 kg/sq.m. in super structure ABOVE PLINTH UP TO

FLOOR TWO LEVEL in c.m. 1:6 (1 cement : 6 fine sand) in

9a true line and level including curing, scaffolding, racking 161.51 Cum 4451.53

out the joints etc. Complete as per given drawing and

design and as directed by engineer in charge.

Providing, laying and constructing 0.115 Mt. thick brick

work, partition wall with conventional building bricks

having crushing strength not less than 35 kg/sq.m. in

9b plinth and up to floor two level super structure in cement 24.96 Sq. m 623.60

mortar 1:4 (1 cement : 4 fine sand) including racking out

joints, curing scaffolding etc. complete. as directed by

engineer in charge.

P/L and constructing Brick work using first class

conventional clay bricks having crushing strength not less

than 35 kg/sq.m. for super structure PERAPET ON

9c TERRACE in c.m. 1:6 (1 cement : 6 fine sand) in true line 30.39 Cum 4493.23

and level including curing, scaffolding, racking out the

joints etc. Complete as per given drawing and design and

as directed by engineer in charge.

Providing & applying 10 mm. thick cement plaster for

toilet walls in C.M. 1:4 single coat on fair side Brick /

concrete walls for interior plastering upto floor two level

10 and finished even and smooth in floating coat of neat 210.91 Sq. m 123.88

cement slurry etc. complete as directed by engineer in

P/A 15mm thick single coat MALA cement plaster on fair

side of brick or concrete wall for interior/ exterior

plastering uo to floor two levels finished even and smooth

in C.M.1:4 (1 cement:4 sand) excluding finishing with

10a floating coat of neat cement slurry including necessary 2575.65 Sq. m 163.39

curing, scaffolding in true line and level etc. complete as

per Architect instructions and drawing or as directed by

engineer in charge.

P/A 20 mm thick double coatTIPPANI cement plaster on

outside wall full height from ground level consisting of

12mm thick backing coat in C.M. 1:3 (1 cement: 3 sand)

and 8 mm thick finished coat of cement 1:1 (1 cement:

10b sand) including necessary curing, scaffolding in true line 782.40 Sq. m 233.18

and level etc. complete as per Architect instructions and

drawing or as directed by engineer in charge.

Providing cement vata (10.0 cm. X 10 cm. size) quarter

10c round in cement mortar 1:1 incl. neat cement finishing, 147.51 Rmt. 24.04

watering etc. complet.

Providing thoting drip (TAPAK PATTI) (50mm

wideX10mm embossed )at bottom of chhajjas and beams

10d in cement mortar 1:1 incl. neat cement finishing, watering 71.29 Rmt. 24.04

Providing 20mm wide grooves (20MM WIDE 10MM

DEEP) CUTTING with help off patti and trawel in cement

10e mortar 1:1 incl. neat cement finishing, watering etc. 414.00 Rmt. 24.04

complet AS PER REQUIREMENT OF ELEVATION AND GIVEN

IN DETAIL DRAWINGS

Providing and laying broken chine mosaic flooring for

terrace using 12 mm to 20 mm broken pieces of

glazed tiles to be laid over cement mortar 1:3 to

plain or slope and to be tempered to bring mortar

11 creme out upto surface using white cement including 500.34 Sq. m 771.98

rounding off junctions and extending them upto

cm along the wall,clearing with water and oxalic acid

etc. as directed by E.I.C.

P/A 3 coats of plastic emulsion paint of approved quality

brand and shade on undecorated wall/ ceilings/ plastered

surface including one coat of oil based deco wall primer

including over layer of full birla white wall putty including

12 rubbing and cleaning the surface, scaffolding etc. As per 2575.65 Sq. m 164.68

Architect instructions and drawing or as directed by

engineer in charge.

P/A 2 coats of exterior finish acrylic paint of approved

brand and shade colour shade including applying one coat

of approved make exterior wall primer including

throughly brushing, cleaning & brooming the surface to

12a remove all dirt, dust & mortar drops including scaffolding, 782.40 Sq. m 301.23

all labour etc. complete as per Architect instructions and

drawing or as directed by engineer in charge.

P/F 30mm thick solid flush door approved brand including

fixing both side 1mm figure wood selected approved

laminate of requered shade including 5mm clear glass

pannel as per given design including providingand fixing

M.S./G.I. sheet metal frame 14 gauge (2 mm thick ) having

minimum weight 3 kg/rmt using 100x50 mm size section

13 including P/F approval hardware such as hinges, handle, 47.57 Sq. m 1779.97

aldrop, tadi, stoper etc. of C.P. brass/M.S/aluminum as

per given drawing. Complete including one coat of primer

& two coat of synthetic enamel oil paint to frame as

directed by engineer in charge.

Providing and fixing fully glazed Colour Anodized

aluminium windows, sliding windows, using JINDAL or

equ make section party fixed and partly sliding shutter

with frame section 63.50x38.10x1.20 mm. Weight not less

than 0.6 Kg/Rmt. Shutter section 40mm x 18 mm x

mm. Weighing not less than 0.6 Kg/Rmt. bottom, top &

vertical channel section 61.85 x 31.75 x 1.50 mm.

weighing not less than 0.70Kg/Rmt. extruded aluminum

colour anodized section frame with sliding shutter with

5mm. thick one way vison colour tinted float glass panel

14 of modiguard/AIS/Saint Gobin or approved matching 33.75 Sq. m 1278.03

powder coated aluminum fitting and fixtures and

transparent silicon sealant of Daw core, glass fixing to

frame AS 316 MOSQUITO JALI SHUTTER IN EACH

WINDOW , as detailed incl. EPDM RUBBER GASKET

FITTING WITH METAL HANDLE AND LOCKS two nos. PVC

gasket screws alum. joints special runners etc. complete

as per Architect instructions and drawing or as directed by

engineer in charge.

Providing and fixing fully glazed Colour Anodized

aluminium ventilaors using JINDAL or equ make section

party fixed and partly sliding shutter with frame section

63.50x38.10x1.20 mm. Weight not less than 0.6 Kg/Rmt.

Shutter section 40mm x 18 mm x 1.55 mm. Weighing not

less than 0.6 Kg/Rmt. bottom, top & vertical channel

section 61.85 x 31.75 x 1.50 mm. weighing not less than

0.70Kg/Rmt. extruded aluminum colour anodized section

frame with sliding shutter with 5mm. thick one way vison

colour tinted float glass panel of modiguard/AIS/Saint

Gobin or approved matching powder coated aluminum

fitting and fixtures and transparent silicon sealant of Daw

core, glass fixing to frame AS 316 MOSQUITO JALI

SHUTTER IN EACH WINDOW , as detailed incl. EPDM

RUBBER GASKET FITTING WITH METAL HANDLE AND

LOCKS two nos. PVC gasket screws alum. joints special

runners etc. complete as per Architect instructions and

drawing or as directed by engineer in charge.

Toughened glass doors: 'Providing & fixing 12 mm thk.

Thoughened glass with approved S.S. brush finish patch

fittings of Enox/Olive make for fixed glazing as well as

15 openable door. Incl. fixing approved S.S. lock & 40 mm dia 9.51 Sq. m 5918.00

& 450 mm long S.S brush finish handle & double action

door floor spring complete directed by enginner in charge.

Toughened glass partitions: 'Providing & fixing 12 mm thk.

Thoughened glass with approved S.S. brush finish patch

fittings of Enox/Olive make for fixed glazing partition with

all requirement patch fittings as per given detail and

drawing by architect including filling and appaying all

joints with clear sealent of dau core or equ. make as

directed by enginner in charge.

Providing & laying 600 x 600 mm GLOSSY FINISHED

mm thick double charged/GVT vitrified tiles of

AGL/KAZARIYA/SOMANY make brand and shade forWALL

AND DEDO IN THE WASH/KITCHEN/PANTRY/LAB./TOILET

AREAS over 20 mm (average) base of cement mortar 1:6

17 (1 cement : 6 coarse sand) laid and jointed with grey 246.17 Sq. m 1453.19

cement slurry including cleaning etc. complete as per

approved Architect drawing and design and as directed by

Engineer in charge.

Providing & laying 600 x 600 mm MATT FINISHED 10 mm

thick double charged/GVT vitrified tiles of

AGL/KAZARIYA/SOMANY make brand and shade for

flooring at all floors over 20 mm (average) base of cement

mortar 1:6 (1 cement : 6 coarse sand) laid Including

17a keeping 4mm grooves between all tiles and filling it with 362.47 Sq. m 1453.19

laticrete epoxy with pricision including cleaning etc.

complete as per approved Architect drawing and design

and as directed by Engineer in charge.

P/L fixing 600 x 600 mm MATT FINISHED 10 mm thick

double charged/GVT vitrified tiles of

AGL/KAZARIYA/SOMANY make brand and shade for toilet

flooring on a using Laticrete 111 plus Laticrete 73 latex

admix to form of thin set adhesive and trowelling material

over surface and tiles to wall 1.5 mm. in 1.00 mt. width

17b and fixing & curing finished with flush ponting in white 35.80 Sq. m 1453.19

cement slurry with pigment to match the shade and

colour of the tiles true line & level, curing etc. complete as

per Architect instructions and drawing or as directed by

engineer in charge.

Providing & laying600 x 600 mm glossy FINISHED 10 mm

thick double charged/GVT vitrified tiles of

AGL/KAZARIYA/SOMANY make brand and shade for

Skirtings over 20 mm (average) base of cement mortar 1:6

17c (1 cement : 6 coarse sand) laid and jointed with grey 176.57 Sq. m 1183.19

cement slurry including cleaning etc. complete as per

approved Architect drawing and design and as directed by

Engineer in charge.

Providing & Fixing GRANITE STONE (SILL/SHELVES) AS PER

APPROVED Quality OF STEEL GEY /RAJASTHAN BLACK

GRANITE) 20mm thick over 20 mm (average) thick base of

cement mortar 1:6 (1 cement : 6 coarse sand) laid over

and jointed with white cement slurry parfaction of

18 Areldite mix sand rough inside surface for fixiy including 73.00 Sq. m 950.00

rubbing and curing with BOTH SIDE POLISHED round edge

molded etc. in true line and level/slop as per approved

pattern as per detailed drawing As per Architect

instructions and drawing or as directed by engineer in

P/F 20mm thick Polished telephonic black Granite &

mm thick kotah stone sandwitch type platform for

kitchen and washbasin platform, resting on single/ double

polished kotah stone of 25 mm thick in C.M. 1:4 (1

18a cement: 4 sand) including fixing 18 mm Granite stone on 6.00 Sq. m 4800.00

top & including providing & fixing 25mm thick polished

kotah stone with round edge as shelves etc. complete as

per Architect design and drawing and detai as directed by

engineer in charge.

P/L 20mm thick black telephonic Double Granite stone

sandwitch moulding/polish/cutting for risers & treads as

stairs steps including cutting /(katra) chamferd cutting

/jointing with airaldite adhesive & joints fill by black oxide

& cement including mirror polishing making round edge

moulding etc. comp. as per Architect instructions and

drawing and as directed by engineer in charge.

P/F 20mm thick Polished telephonic black Granite at both

sides (D.P) for urinal partitions including cutting ,fixing

18c including mirror edge polishing etc. complete as per 4.50 Sq. m 1800.00

Architect design and drawing and detai as directed by

engineer in charge.

P/F M.S. safety grills of required pattern to frames of

window ,ventilations,openings etc. with ,angles,flats at

required spacing and frames all-round, square or round

bars fixed with round headed bolts and nuts or by screws,

19 including oil painting with one coat of primer of approved 2153.25 kg 120.82

quality & brand & two coats of synthetic enamel oil paint

etc. complete As per Architect instructions and drawing

or as directed by engineer in charge.

P/F M.S. safety grills door (jali) of required pattern to

frames of exit doors and main doors etc. with and flats at

required spacing and frames all-round, square or round

bars fixed with round headed bolts and nuts or by screws,

20 including oil painting with one coat of primer of approved 948.78 kg 120.82

quality & brand & two coats of synthetic enamel oil paint

etc. complete As per Architect instructions and drawing

or as directed by engineer in charge.

P/F hollow pipe S.S. Railing 304 grade SS Steel of 50mm

dia pipe in railing ,nevell post and balusters having

horizontal pipes of 20mm dia having required finish using

patch fittings including L & key connections, bending

cutting, fixing of pipes, cutting, fixing & drilling in stone or

rcc surface fixing with all required attachments and

fixtures as per design provided by architect. Complete as

per Architect instructions and drawing or as directed by

engineer in charge.

PLUMBING WORK :

P/L & jointing to level and slope 110 mm dia rigid PVC

pipes ( Finolex ,Astral ,Prince) of working pressure

kg/Sqm. for RAIN WATER LINE including all necessary

fittings such as bends, "Y" door bend, tees, one way joints,

two way joints, rubber packing ring fixing the same

concealed in the wall in true line and level with help of

22 PVC clamps at every two meter including jointing with 36.00 Rmt. 250.00

adhesive solvent cement including cost of all types of

fixing materials and all other necessary fixtures including

fixing air and water tight testing the line etc. complete As

per Architect instructions and drawing or as directed by

engineer in charge.

P/L & Fixing air and water tight to wall, ceiling and floor U

PV C & C PVC for hot water Finolex /astral or equivelent,

tubes (medium grade) of 20mm dia. nominal bore,

including making good the wall, ceiling & floors including

23 necessary tubes fittings and clamps etc. comp. in true line 36.00 Rmt. 297.25

and level and testing the line etc. comp. As per Architect

instructions and drawing or as directed by engineer in

-do- tubes but for 25 mm dia U PV C Finolex /astral or

equivelent,nominal bore etc. complete As per Architect

24 instructions and drawing or as directed by engineer in 36.00 Rmt. 393.93

-do- tubes but for 40 mm dia U PV C Finolex /astral or

equivelent,nominal bore etc. complete As per Architect

25 instructions and drawing or as directed by engineer in 24.00 Rmt. 596.73

P/L & jointing to level and slope 75 mm dia rigid PVC

pipes( Finolex ,Astral ,Prince) of working pressure

kg/Sqm. for HORIZONTAL DRAINAGE line in floors

including necessary fittings such as bends, tees, clamps,

rubber packing ring etc. testing of pipe line, jointing with

26 adhesive solvent cement including cost of jointing 42.00 Rmt. 274.68

materials and all other necessary fixtures, fitted air and

water tight testing the line etc. complete As per Architect

instructions and drawing or as directed by engineer in

P/L & jointing to level and slope 110 mm dia rigid PVC

pipes ( Finolex ,Astral ,Prince) of working pressure

kg/Sqm. for VERTICAL DRAINAGE line including all

necessary fittings such as bends, "Y" door bend, tees, one

way joints, two way joints, rubber packing ring fixing the

same concealed in the wall in true line and level with help

27 of PVC clamps at every two meter including jointing with 60.00 Rmt. 332.91

adhesive solvent cement including cost of all types of

fixing materials and all other necessary fixtures including

fixing air and water tight testing the line etc. complete As

per Architect instructions and drawing or as directed by

engineer in charge.

P/L & 2 level of slops and jointing to level and slope and

jointing with adhesive,rigid PVC pipes( Finolex ,Astral

,Prince) 150 mm (10 KG/cm2) nominal dia pipes and joints

28 including excavation back filling testing of pipes and joints 48.00 Rmt. 350.00

etc. comp. As per Architect instructions and drawing or

as directed by engineer in charge.

P/F PVC "Nahni Trap" of 75 mm dia inlet and 75 mm dia

outlet nominal dia meter of self cleaning design with PVC

grating including fixing PVC reducer of 110 mm dia to

mm dia and jointing with adhesive solvent cement

29 including cost of cutting and making good the walls and 13.00 NOS. 677.25

floors etc. complete As per Architect instructions and

drawing or as directed by engineer in charge.

P/F square mouth S.W. gully trap 100mm x 100mm size (P

or R type) with C.I.grating brick masonry chamber with

cm. thick brick wall incl. inside & outside 15 mm thick

cement plaster in c.m. 1:3 (1 cement : 3 sand) and

finishing with floating coat of neat cement slurry and

30 water tight C.I. cover with frame of 300 mm x 300 mm 9.00 NOS. 1234.57

clear size with standard weight including curing in true

line & level/slop etc. As per Architect instructions and

drawing or as directed by engineer in charge.

-do- Brick masonry chamber inside dimension 455 mm x

610 mm inspection chamber as per slope required up to

31 septic tank etc. complete As per Architect instructions 10.00 NOS. 3624.51

and drawing or as directed by engineer in charge.

Extra additional depth for I.C. chamber (i) or 445 mm x

P/F Water Closet Orrissa pan (Indian type W.C.Pan) size

580 mm (earth work,bed concrete,foot rest and trap to be

measured and paid for separately) (A) Vitreous China (I)

Long pattern = White colour + Providing and fixing

mm size P or S trap for water closet squatting pan

including jointing the trap with the pan and soil pipe in

32 cement mortar 1:1 (1-cement : 1fine sand) (Vitreous 2.00 NOS. 935.55

China + Providing and fixing in cement mortar 1:3 (1-

cement : 3-coarse sand ),pair of white vitreous china

250mm x 130 mm x 30 mm footrest to long pattern

Orrissa pan water closet of CERA/HINDWARE/PARYWARE

Providing and fixing wall hung water closet European

type W.c Pan with integral P or S trap of CERA/HINDWARE

MAKE fixed on c.i.chair bracket including jointing the trap

with soil pipe in Cement mortar 1:1 including providing

and fixing plastic seat and cover for wash down water

closet with C.P brass hinges and rubber buffers. (B) Black

33 plastic seat and cover Including providing and fixing 6.00 NOS. 6500.00

25mm dia Plumber/Jaquar/hindware/paryware make

metropole flush cock and G.I inlet connection with W.C

pan having facility of health faucet of

plumber/jaqure/hindware makeComplete.

Providing & fixing flat back urinal of

CERA/HINDWARE/PARYWARE MAKE quality connecting

the urinal with bottol trap etc. complete. a. White earthen

ware flat back size 630 mm x 260 mm x 350 mm (I) In

34 white colour(ii) bottol trap (III) 32mm dia. C.P brass waste 4.00 NOS. 8000.00

coupling (IV) 32mm dia. M.I Fisher union (V) Rubber plug

(VIII) CP Brass stop cock 15mm dia. (JAGUAR cat no. 053)

P/F white colour flats vitreous china "Half pedestal free

standing wash basin" of CERA/HINDWARE /PARYWARE

MAKE having size 550 mm x 400 mm with single hole for

CC101 Areator CERA Ocean pillar tap with C.I. or M.S.

brackets (painted white) including cutting holes and

making good the same, including fixing CM101 bottle trap

35 CERA Accessarioes 40 mm dia. C.P. brass waste, 40 mm 3.00 NOS. 3800.00

dia. M.I. Fisher union and 15 mm dia. Angle Valve CC108A

CERA Ocean with Wall flange etc.including fixing under

granite stone platform as per given detail complete, As

per Architect instructions and drawing or as directed by

engineer in charge.

P/F white colour vitreous ciramic "table top wash basin"

of CERA/HINDWARE /PARYWARE MAKE having size

mm x 400 mm with single hole for CC101 Areator CERA

Ocean pillar tap with C.I. or M.S. brackets (painted white)

including cutting holes in the granite platform and fixing

with white cement and silicone sealent and making good

the same, including fixing CM101 bottle trap CERA

36 Accessarioes 40 mm dia. C.P. brass waste, 40 mm dia. M.I. 4.00 NOS. 5200.00

Fisher union and 15 mm dia. Angle Valve CC108A CERA

Ocean with Wall flange etc.including fixing under granite

stone platform as per given detail complete, As per

Architect instructions and drawing or as directed by

engineer in charge.

P/F 600 mm x 750 mm beveled edge mirror of superior

glass mounted on 6 mm thick AC sheet or plywood sheet

and fixed to wooden plugs with C.P. brass screws and

washers, including fixing glass shelves of 600 mm x

37 mm size with C.P. brass bracket support and guard rail 6.00 NOS. 825.48

fixed to wooden plugs with C.P. brass screws etc. comp.

As per Architect instructions and drawing or as directed

by engineer in charge.

Providing and fixing C.P. brass towel rack size: 2'0" length

38 & 1'0" width. complete with C.P.Brass brackets fixed to 6.00 NOS. 597.22

wooden plugs with C.P.Brass screws.

P/F 15 mm dia brass chromium plated BIB Cock (jaguar,

plumber, paryware ) in pipeline of approved quality etc.

39 complete As per Architect instructions and drawing or as 8.00 NOS. 850.00

directed by engineer in charge.

P/F 15 mm dia brass chromium plated Angle Cock (jaguar,

plumber, paryware ) in pipeline of approved quality etc.

40 complete As per Architect instructions and drawing or as 11.00 NOS. 850.00

directed by engineer in charge.

P/F 15 mm dia brass chromium plated Two Way BIB Cock

(jaguar, plumber, paryware ) in pipeline of approved

41 quality etc. complete As per Architect instructions and 9.00 NOS. 1050.00

drawing or as directed by engineer in charge.

P/F 15 mm dia brass chromium plated pressmetic flush

Cock for urinals(jaguar, plumber, paryware ) including its

600mm long connection pipe in pipeline of approved

quality etc. complete As per Architect instructions and

drawing or as directed by engineer in charge.

Providing and fixing C. P. brass15 mm stop cocks of (A)

43 Brass chromium plated stop cock 12.00 NOS. 650.00

(JAGUAR/PLUMBER/CERA/PARYWARE)

Providing and fixing 25 mm dia flush cock of following

44 size. (A) Brass chromium plated flush cock (I) 25mm dia 8.00 NOS. 1100.00

(JAGUAR/PLUMBER/CERA/PARYWARE

P/F 25 mm dia U.P.V.C check or non return full way Ball

valve in pipeline of approved quality etc. complete As per

45 Architect instructions and drawing or as directed by 2.00 NOS. 500.00

engineer in charge.

P/F 40 mm dia U.P.V.C check or non return full way Ball

valve in pipeline of approved quality etc. complete As per

Architect instructions and drawing or as directed by

engineer in charge.

Providing and fixing S.S. sink with C.I. or M.S. brackets

painted white including cutting holes in walls and making

good the same but excluding fittings: (C) Vitreous china

47 sink (1) 600 mm x 450 mm x 150 mm size/S.S. SINK 1.00 NOS. 3800.00

having size:600 mm x 450 mm x 200 mm of

NIRALI,CYRESIL,JAYANA make as per selection by

P/F 15 mm dia brass chromium plated long body Cock

(jaguar, plumber, paryware ) in pipeline of approved

48 quality etc. complete As per Architect instructions and 9.00 NOS. 2200.00

drawing or as directed by engineer in charge.

P/F HDPE SINTEX double wall construction one piece

moulded cylindrical vertical with close top lead PVC water

storage tank of required capacity on any floor of approved

brand Syntax incl. providing fixing 40mm dia GI pipe

49 connection for in let outlet washout etc. comp. as 4000.00 Ltr. 11.00

directed by eng. in charge incl. P/L necessary brick

masonry platform with plaster to put PVC tank etc. Com.

As per Architect instructions and drawing or as directed

by engineer in charge.

Constructing manhole with R.C.C. top slab 1:2:4 mix (1

cement :2 coarse sand: 4 graded stone aggregate 20 mm

nominal size) foundation concrete 1:3:6 mix (1 cement :3

coarse sand :6 brick bats 40 to 50 mm size) inside

plastering 15 mm thick with c.m. 1:5 (1 cement :5 coarse

sand) finished with a floating coat of neat cement and

making channels in c.c. 1:2:4 (1 cement :2 coarse sand :4

stone agg. 20 mm nominal size) finished smooth complete

including curing and testing (A) with 230 mm thick walls of

brick masonry using brick having crushing strength not

less than 35 kg/sqcm in c.m 1:5 (1 cement :5 coarse sand)

(1) A type depth 0.90 meter fir 150 mm diameter sewer

Providing & constructing BB masonry in C.M. 1:6 (1

cement : 6 coarse sand) and cement concrete 1:2:4 (1

cement : 2 sand : 4 graded stone agg. of 0 mm size BT

kapchi) septic tank of 3 m x 0.9 m x 1.5 m internal

dimension with necessary compartment of grit chambers

and septic tank with necessary inlet and outlet

connections with cement plaster (15 mm thick) in C.M.

1:4 (1 cement : 4 sand) with water proofing material

1:5:10 (1 cement : 4 sand) brick bat concrete bedding RCC

1:2:4 top cover slab 12 cm thick with C.I. cover of 60 cm x

45 cm size (light duty) 75 mm dia. C.I. ventilating pipe

mtr. long with cowel vent 40 mm thick IPS flooring 10 cm.

thick cement vata mild steel for steel and finishing to

exposed faces in C.M. 1:3 (1 cment : 3 sand) curing etc.

complete As per Architect instructions and drawing or as

directed by engineer in charge.

Providing & construction soak well of 2.50 mt. dia &

mt. depth clear dimension including B.K. masonry solid

and honey comb masonry in C.M. 1:6 (1 cement : 6 sand)

R.C.C. 1:2:4 (1 cement : 2 sand ; 4 graded stone agg.

mm nominal size of BT kapchi) top slab 12 thick with C.I.

manhole cover 60 cm x 45 cm size (medium with 75 mm

52 C.I. ventilating pipe 2 m. long with 75 mm dia. cowel vent 1.00 NOS. 128000.00

and including filling brick bats of required size and depth

including cost of reinforcement excavation refilling,

finishing top of slab with CM 1:3 (1 cement : 3 sand)

curing etc. complete As per Architect instructions and

drawing or as directed by engineer in charge.

Providing and fixing ball cock of approved quality ad

53 directed (B) Abonite (i) 25 mm dia etc. complete as 1.00 NOS. 136.52

directed by engineer in charge.

Providing laying and fixing 7ltr. Capacity storage gyser

54 including all necessary fixtures. 2.00 NOS. 8500.00

PLINTH PROTECTION

Providing and laying brick edge flooring in cement mortar

1:4 including 15mm thk. Cement plaster,selected soil

55 filling in true line and level etc. UP TO 600 MM WIDE 87.00 Sq. m 600.00

PATH FROM OUTTER WALL FACE AROUND THE BUILDING

complete as directed by engineer in charge.