ESTABLISHMENT OF FARMER EMPOWERMENT CENTER AT KHERALU DIST:MEHSANA

NAME OF WORK:- CIVIL WORK OF OFFICE BUILDING FOR FARMER EMPOWERMENT

CENTER AT KHERALU

DESCRIPTION QTY. UNIT RATE AMOUNT

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 for depth from 1.5 m to 3.0m

including sorting out and stacking of useful materials

2 and disposing off the excavated stuff upto 50 Meter 170.41 CMT 168.71

lead.(B) Dense or Hard soil

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

8 graded stone aggregates of 40 mm nominal size) for

foundation & plinth (below column footing G.B,below

brick walls & plinth ) in true line and level including

ramming/consolidating curing etc. complete. As per

given detail drawing and design as directed by engineer

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 aac blocks

including keeping 15mm to 20mm gap between broken

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 and laying traditional Brick Bat Coba (BBC)

waterproofing treatment on roof terraces. The work

includes cleaning the RCC slab, applying a

polymer/waterproofing-compound-mixed cement

slurry base, laying well-burnt broken brick bats in 1:5

cement-sand mortar with an average thickness of

mm (maintaining a slope of 1:100 or minimum 70 mm

near rainwater outlets and up to 150 mm at ridges),

filling joints tightly with cement mortar mixed with an

approved waterproofing compound conforming to IS

6 2645, finishing the top with a 20 mm thick layer of 948.59 SMT 615.31

cement plaster mixed with waterproofing compound

and neat cement punning with proper vata (angle

fillets) at the junction of parapet walls, taking the

treatment up to 300–400 mm height on adjoining

parapet walls, and conducting a mandatory pond/flood

test for 7 to 14 days, all complete as per specifications

and directions of the Engineer-in-Charge.

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

each deposited layer by ramming and watering etc.

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 and consolidating in proper level and slope

etc. complete as directed by engineer in charge.

Providing & Filling in plinth with sand under floors

including watering ramming, consolidation and dressing

9 as per required line and levels etc. complete. As 96.02 CMT 395.98

directed by engineer in charge.

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

1 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. But excluding cost of reinforcement for

R.C.C work for COLUMN FOOTING and pedestal for any

cross sectional area etc. complete. As per given

structural drawing, design and as directed by engineer

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

1 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. But excluding cost of reinforcement for

R.C.C work for COLUMN up to plinth level 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 :

1 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. But excluding cost of reinforcement for

R.C.C work for PLINTH & GROUND BEAM for any cross

sectional area etc. complete. As per given structural

drawing, design and as directed by engineer in charge.

Providing, transporting, and laying in position M

grade EXPOSED cement concrete work 1:1:2 (1 cement

: 1 course sand : 2 stone aggregate (20 mm nominal size

B.T. kapachi) for structural elements including Column

work for above plinth level . The work shall produce a

smooth, flawless Exposed/Fair-Faced Concrete Finish

requiring no plastering. This includes the cost of using

specialized, heavy-duty, water-resistant plastic-

coated/film-faced plywood or CNC-cut steel formwork

with neat, symmetrical panel joints, sealed PVC tie-rod

sleeves, and chamfered edges. The rate shall also

13 include the application of non-staining, approved 55.89 CMT 7803.28

chemical release agents; systematic mechanical

compaction/vibration to eliminate honeycombing; strict

alignment checks; controlled curing using clean water;

and finishing minor pinholes with matching cement

slurry. Excluding the cost of steel reinforcement, but

including all labor, scaffolding, materials, safety tools

including all to complete job as directed by engineer in

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

14 compacting with vibrator, curing. But excluding cost of 18.81 CMT 5933.00

reinforcement for COPING for any cross sectional area

etc. complete. As per given structural drawing, design

and as directed by engineer in charge.

Providing, transporting, and laying in position M

grade EXPOSED cement concrete work 1:1:2 (1 cement

: 1 course sand : 2 stone aggregate (20 mm nominal size

B.T. kapachi) for structural elements including LINTEL/

CHHAJJA. The work shall produce a smooth, flawless

Exposed/Fair-Faced Concrete Finish requiring no

plastering. This includes the cost of using specialized,

heavy-duty, water-resistant plastic-coated/film-faced

plywood or CNC-cut steel formwork with neat,

symmetrical panel joints, sealed PVC tie-rod sleeves,

15 and chamfered edges. The rate shall also include the 24.86 CMT 8126.00

application of non-staining, approved chemical release

agents; systematic mechanical compaction/vibration to

eliminate honeycombing; strict alignment checks;

controlled curing using clean water; and finishing minor

pinholes with matching cement slurry. Excluding the

cost of steel reinforcement, but including all labor,

scaffolding, materials, safety tools including all to

complete job as directed by engineer in charge.

Providing, transporting, and laying in position M

grade EXPOSED cement concrete work 1:1:2 (1 cement

: 1 course sand : 2 stone aggregate (20 mm nominal size

B.T. kapachi) for structural elements including SLAB OF

ALL FLOORS ( 3.65 mtr. Clear bottom height of slab

from floor level. The work shall produce a smooth,

flawless Exposed/Fair-Faced Concrete Finish requiring

no plastering. This includes the cost of using specialized,

heavy-duty, water-resistant plastic-coated/film-faced

plywood or CNC-cut steel formwork with neat,

symmetrical panel joints, sealed PVC tie-rod sleeves,

16 and chamfered edges. The rate shall also include the 104.86 CMT 7477.62

application of non-staining, approved chemical release

agents; systematic mechanical compaction/vibration to

eliminate honeycombing; strict alignment checks;

controlled curing using clean water; and finishing minor

pinholes with matching cement slurry. Excluding the

cost of steel reinforcement, but including all labor,

scaffolding, materials, safety tools including all to

complete job as directed by engineer in charge.

Providing, transporting, and laying in position M

grade EXPOSED cement concrete work 1:1:2 (1 cement

: 1 course sand : 2 stone aggregate (20 mm nominal size

B.T. kapachi) for structural elements including BEAMS

AT ALL FLOORS. The work shall produce a smooth,

flawless Exposed/Fair-Faced Concrete Finish requiring

no plastering. This includes the cost of using specialized,

heavy-duty, water-resistant plastic-coated/film-faced

plywood or CNC-cut steel formwork with neat,

symmetrical panel joints, sealed PVC tie-rod sleeves,

and chamfered edges. The rate shall also include the

17 application of non-staining, approved chemical release 81.35 CMT 8126.00

agents; systematic mechanical compaction/vibration to

eliminate honeycombing; strict alignment checks;

controlled curing using clean water; and finishing minor

pinholes with matching cement slurry. Excluding the

cost of steel reinforcement, but including all labor,

scaffolding, materials, safety tools including all to

complete job as directed by engineer in charge.

Providing, transporting, and laying in position M

grade EXPOSED cement concrete work 1:1:2 (1 cement

: 1 course sand : 2 stone aggregate (20 mm nominal size

B.T. kapachi) for structural elements including STAIR

STEPS & LANDINGS. The work shall produce a smooth,

flawless Exposed/Fair-Faced Concrete Finish requiring

no plastering. This includes the cost of using specialized,

heavy-duty, water-resistant plastic-coated/film-faced

plywood or CNC-cut steel formwork with neat,

symmetrical panel joints, sealed PVC tie-rod sleeves,

and chamfered edges. The rate shall also include the

18 application of non-staining, approved chemical release 7.15 CMT 7641.65

agents; systematic mechanical compaction/vibration to

eliminate honeycombing; strict alignment checks;

controlled curing using clean water; and finishing minor

pinholes with matching cement slurry. Excluding the

cost of steel reinforcement, but including all labor,

scaffolding, materials, safety tools including all to

complete job as directed by engineer in charge.

Providing, transporting, and laying in position M

grade EXPOSED cement concrete work 1:1:2 (1 cement

: 1 course sand : 2 stone aggregate (20 mm nominal size

B.T. kapachi) for structural elements including PARDI

AND PARDI BEAMS AT ALL FLOORS. The work shall

produce a smooth, flawless Exposed/Fair-Faced

Concrete Finish requiring no plastering. This includes

the cost of using specialized, heavy-duty, water-

resistant plastic-coated/film-faced plywood or CNC-cut

steel formwork with neat, symmetrical panel joints,

sealed PVC tie-rod sleeves, and chamfered edges. The

19 rate shall also include the application of non-staining, 0.42 CMT 12102.60

approved chemical release agents; systematic

mechanical compaction/vibration to eliminate

honeycombing; strict alignment checks; controlled

curing using clean water; and finishing minor pinholes

with matching cement slurry. Excluding the cost of steel

reinforcement, but including all labor, scaffolding,

materials, safety tools including all to complete job 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

and placing in position with annealed wires etc.

complete 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. 1:6 (1 cement : 6 fine sand) in true line 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 and constructing exposed brick masonry

work in superstructure ABOVE PLINTH UP TO FLOOR

TWO LEVELusing selected first-class uniform-colored

burnt clay building bricks/fly ash bricks having a

crushing strength not less than 35 kg/cm² in cement

mortar 1:4 (1 cement : 4 coarse sand) or 1:3, including

uniform raking of joints to 10mm depth and finished

with uniform pointing using neat cement slurry

scaffolding, soaking of bricks, curing, surface cleaning

and applying silicone based wter repallent clear coat on

brick wall after work. job includes perfact structural

alignment ,bond method laying complete as per given

detail drawings and specifications complete 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

plinth and up to floor two level super structure in

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

racking out joints, curing scaffolding etc. complete. as

directed by engineer in charge.

Providing and constructing exposed brick masonry

work in PERAPET ON TERRACE using selected first-class

uniform-colored burnt clay building bricks/fly ash bricks

having a crushing strength not less than 35 kg/cm² in

cement mortar 1:4 (1 cement : 4 coarse sand) or 1:3,

including uniform raking of joints to 10mm depth and

finished with uniform pointing using neat cement slurry

24 scaffolding, soaking of bricks, curing, surface cleaning 61.84 CMT 5150.00

and applying silicone based wter repallent clear coat on

brick wall after work. job includes perfact structural

alignment ,bond method laying complete as per given

detail drawings and specifications complete 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

25 level and finished even and smooth in floating coat of 299.22 CMT 124.08

neat cement slurry etc. complete as directed by

engineer in charge.

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

26 with floating coat of neat cement slurry including 1781.39 SMT 163.67

necessary 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:

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

27 cement: 1 sand) including necessary curing, scaffolding 479.65 SMT 222.08

in true line and level etc. complete as per Architect

instructions and drawing or as directed by engineer in

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

28 round in cement mortar 1:1 incl. neat cement finishing, 245.28 RMT 24.04

watering etc. complet.

Providing thoting drip (TAPAK PATTI) (50mm

wideX10mm embossed )at bottom of chhajjas and

beams in cement mortar 1:1 incl. neat cement finishing,

watering etc. complet.

Providing 20mm wide grooves (20MM WIDE 10MM

DEEP) CUTTING with help off patti and trawel in cement

mortar 1:1 incl. neat cement finishing, watering etc.

complet AS PER REQUIREMENT OF ELEVATION AND

GIVEN IN DETAIL DRAWINGS

Providing and applying china mosaic flooring on terrace

with glazed tiles piece incl. 40 mm. Thick C.C. 1 :2 :4

bedding including mixing of water proofing compound

& top finished with 20 mm cement plaster in cement

mortar 1 :6 ( cement : 6 coarse sand ) joints with white

cement, cleaning the surface,finishing, proper slope,

curing etc comp. 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 rubbing and cleaning the surface,

scaffolding etc. As per 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

33 remove all dirt, dust & mortar drops including 479.65 SMT 301.23

scaffolding, all labour etc. complete as per Architect

instructions and drawing or as directed by engineer in

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

gauge (2 mm thick ) having minimum weight 3 kg/rmt

34 using 100x50 mm size section including P/F approval 78.00 SMT 1779.97

hardware such as hinges, handle, 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

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.

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

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

36 of modiguard/AIS/Saint Gobin or approved matching 10.01 SMT 4438.50

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

openable door. Incl. fixing approved S.S. lock & 40 mm

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

action door floor spring complete directed by enginner

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

mm (average) base of cement mortar 1:3(1 cement :

coarse sand) laid and jointed with grey cement slurry

including cleaning etc. complete as per approved

Architect drawing and design and as directed by

Engineer in charge.

Providing and laying 25MM THICK dimond cut green

Kota stone slab flooring having 600x600mm sizeof

approved shade, size, and thickness, laid over a bed of

cement mortar 1:6 (1 part cement : 6 parts coarse sand)

of specified average thickness 20 mm to 25 mm, jointed

with grey cement slurry @ 4.4 kg/sq.m mixed with

40 pigment to match the shade of the stone, including 747.49 SMT 1008.79

machine grinding, levelling, mirror polishing with oxalic

acid, edge finishing, curing, and thorough cleaning,

complete as per architectural drawings, specifications,

and direction of the 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

latex admix to form of thin set adhesive and trowelling

material over surface and tiles to wall 1.5 mm. in

41 mt. width and fixing & curing finished with flush 64.39 SMT 1453.19

ponting in white 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 and laying 25MM THICK dimond cut green

Kota stone skirting having 600x600mm sizeof approved

shade, size, and thickness, laid over a bed of cement

mortar 1:3 (1 part cement : 3 parts coarse sand) of

specified average thickness 20 mm to 25 mm, jointed

with grey cement slurry @ 4.4 kg/sq.m mixed with

42 pigment to match the shade of the stone, including 124.65 SMT 1155.38

machine grinding, levelling, mirror polishing with oxalic

acid, edge finishing, curing, and thorough cleaning,

complete as per architectural drawings, specifications,

and direction of the 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 Areldite mix sand rough inside surface for

43 fixiy including rubbing and curing with BOTH SIDE 126.73 SMT 3305.00

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 charge.

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 cement: 4 sand) including fixing 18 mm Granite stone

44 on top & including providing & fixing 25mm thick 12.71 SMT 4800.00

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

45 black oxide & cement including mirror polishing making 57.45 SMT 1614.00

round edge moulding etc. comp. as per Architect

instructions and drawing and as directed by engineer in

P/F 20mm thick Polished telephonic black Granite at

both sides (D.P) for urinal partitions including cutting

,fixing including mirror edge polishing etc. complete as

per 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, including oil painting with one coat of primer of

approved quality & brand & two coats of synthetic

enamel oil paint etc. complete As per Architect

instructions and drawing or as directed by engineer in

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, including oil painting with one coat of primer

of approved quality & brand & two coats of synthetic

enamel oil paint etc. complete As per Architect

instructions and drawing or as directed by engineer in

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

49 in stone or rcc surface fixing with all required 31.88 RMT 2788.00

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

50 level with help of PVC clamps at every two meter 114.00 RMT 250.00

including jointing with 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

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 &

51 floors including necessary tubes fittings and clamps etc. 54.00 RMT 71.93

comp. in true line and level and testing the line etc.

comp. As per Architect instructions and drawing or as

directed by engineer in charge.

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

equivelent,nominal bore etc. complete As per

Architect instructions and drawing or as directed by

engineer in charge.

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

equivelent,nominal bore etc. complete As per

Architect instructions and drawing or as directed by

engineer in charge.

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

54 with adhesive solvent cement including cost of jointing 108.00 RMT 850.00

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 charge.

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 of PVC clamps at every two meter

including jointing with 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

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

and jointing with adhesive,rigid PVC pipes( Finolex

,Astral ,Prince) 160 mm (10 KG/cm2) nominal dia pipes

56 and joints including excavation back filling testing of 80.00 RMT 826.12

pipes and joints 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 75 mm dia and jointing with adhesive solvent cement

including cost of cutting and making good the walls and

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 23 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

58 water tight C.I. cover with frame of 300 mm x 300 mm 16.00 NOS. 1279.40

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

59 septic tank etc. complete As per Architect instructions 16.00 NOS. 2903.89

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

100 mm size P or S trap for water closet squatting pan

including jointing the trap with the pan and soil pipe in

61 cement mortar 1:1 (1-cement : 1fine sand) (Vitreous 5.00 NOS. 972.41

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 MAKE

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

62 hinges and rubber buffers. (B) Black plastic seat and 9.00 NOS. 6500.00

cover Including providing and fixing 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

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

63 mm (I) In white colour(ii) bottol trap (III) 32mm dia. C.P 5.00 NOS. 8000.00

brass waste 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 CERA Accessarioes 40 mm dia. C.P. brass

waste, 40 mm 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

65 trap CERA Accessarioes 40 mm dia. C.P. brass waste, 40 9.00 NOS. 5200.00

mm 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 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

66 1200 mm size with C.P. brass bracket support and guard 10.00 NOS. 850.90

rail 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 & 1'0" width. complete with C.P.Brass brackets

fixed to wooden plugs with C.P.Brass screws.

P/F 15 mm dia brass chromium plated BIB Cock

(jaguar, plumber, paryware ) in pipeline of approved

68 quality etc. complete As per Architect instructions and 22.00 NOS. 850.00

drawing or as directed by engineer in charge.

P/F 15 mm dia brass chromium plated Angle Cock

(jaguar, plumber, paryware ) in pipeline of approved

69 quality etc. complete As per Architect instructions and 9.00 NOS. 850.00

drawing or as directed by engineer in charge.

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

Cock (jaguar, plumber, paryware ) in pipeline of

70 approved quality etc. complete As per Architect 14.00 NOS. 1050.00

instructions and drawing or as directed by engineer in

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)

72 Brass chromium plated stop cock 8.00 NOS. 650.00

(JAGUAR/PLUMBER/CERA/PARYWARE)

Providing and fixing 25 mm dia flush cock of following

size. (A) Brass chromium plated flush cock (I) 25mm

dia (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 Architect instructions and drawing or as

directed by 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 sink (1) 600 mm x 450 mm x 150 mm

size/S.S. SINK 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

77 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 connection for in let outlet washout etc. comp.

as 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

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

79 coarse sand :4 stone agg. 20 mm nominal size) finished 4.00 NOS. 23209.64

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

80 bedding RCC 1:2:4 top cover slab 12 cm thick with C.I. 2.00 NOS. 130000.00

cover of 60 cm x 45 cm size (light duty) 75 mm dia. C.I.

ventilating pipe 2 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

Providing & construction soak well of 2.50 mt. dia &

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

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

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

agg. 20 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 C.I. ventilating pipe 2 m. long with 75 mm

dia. cowel vent 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

Providing and fixing ball cock of approved quality ad

82 directed (B) Abonite (i) 25 mm dia etc. complete as 4.00 NOS. 136.52

directed by engineer in charge.

Providing laying and fixing 7ltr. Capacity storage gyser

including all necessary fixtures.

PLINTH PROTECTION Providing and laying brick edge

flooring in cement mortar 1:4 including 15mm thk.

Cement plaster,selected soil filling in true line and level

84 etc. UP TO 600 MM WIDE PATH FROM OUTTER WALL 108.00 SMT 600.00

FACE AROUND THE BUILDING complete as directed by

engineer in charge.