CONSTRUCTION OF GIRLS HOSTEL BUILDING FOR COLLEGE OF AGRICULTURE, SDAU AT THARAD

NAME OF WORK: CIVIL WORK FOR CONSTRUCTION OF GIRLS HOSTEL BUILDING FOR

COLLEGE OF AGRICULTURE,SDAU AT THARAD.

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 from 1.50m to 3.00m depth

in hard or dense soil.

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

3 packed and set firmly, with all voids filled by smaller 129.71 Cum 1291.07

aggregates like stone dust, sand, or morrum, and the

layer compacted after watering in two layers of 100mm

each i/c compaction etc. complete.

PROVIDING Dewatering from footing including

Removal and disposal of all accumulated surface water,

rain water, subsoil water, or spring water from

foundation trenches and footing pits.Maintaining a

completely dry and stable surface/base at the bottom

4 of the footing excavation throughout excavation 195.00 NOS. 711.00

process Using open sump pumping, makeshifting

peripheral drainage channels,with help of appropriate

diesel or electric centrifugal/submersible pumps as

directed by engineer in charge

Hydraulic Cement (Instant Plug / Water Plug): A special

fast-setting cement powder mixed with water that

hardens in 3 to 5 minutes. sprinkelling it by hand into

active water leaks or seepage areas in the excavation

5 pit at a rate of at least 4 kg/smtr in bottom of footing 2309.00 kg 105.00

using make of Fosroc Renderoc Plug, Dr. Fixit Fastseal,

or Sika MonoTop / SikaCem. as directed by engineer in

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 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) 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

course sand) mixed with approved water proofing

compound, top finished smooth with cement and

extending the water proof.

Brick Bat Coba WaterproofingProviding 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 110 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 2645, finishing the top with

a 20 mm thick layer of 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 and laying lightweight Autoclaved Aerated

Concrete (AAC) blocks for filling sunk portions of

toilets, bathrooms, balconies, and utility slabs to the

required levels. The scope of work includes surface

10 preparation, application of a waterproofing coat (if 1.00 Cum 8546.00

specified), cutting and fitting AAC blocks to layout,

filling joints with cement-sand mortar, and applying a

top screed layer to receive the final flooring.

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

13 as per required line and levels etc. complete. As 128.00 Cum 440.35

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 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 COLUMN PADESTAL for any cross

sectional area etc. complete. As per given structural

drawing, design and as directed by engineer in charge.

PROVIDING & constructing pile foundation base

including Boring holes 3.5 m deep in ordinary soil (for

cast in situ piles) and getting out the soil and disposal of

the surplus excavated soil as directed within a lead of

50 Meter for following diameter of pipes.(iii) 300 mm

Extra for under reaming inside the bore Holes for under

reamed piles of following Diameter.(iii) 300 mmAdd to

14b or deduct from the rate for Bore Holes of 3.5 m Depth, 13.00 EACH 2753.11

if bore holes are made deeper or shallower than 3.5M.

for Piles of following diameter.(iii) 300 mm job

complete with rcc poring ,compacting as per detail

provided by structural engineer and instruction 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 up to plinth 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 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

compacting with vibrator, curing. But excluding cost of

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

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

compacting with vibrator, curing. But excluding cost of

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 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

compacting with vibrator, curing. But excluding cost of

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 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

compacting with vibrator, curing. But excluding cost of

20 reinforcement for SLAB OF ALL FLOORS ( 3.65 mtr. 372.00 Cum 5835.00

Clear 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

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

compacting with vibrator, curing. But excluding cost of

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 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

compacting with vibrator, curing. But excluding cost of

reinforcement for STAIR STEPS & LANDINGS for any

cross sectional area etc. complete. As per given

structural drawing, design and as directed by engineer

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

compacting with vibrator, curing. But excluding cost of

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 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.

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 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

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.

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

TERRACE 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 & 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

29 level and finished even and smooth in floating coat of 1008.00 Cum 123.88

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

30 finishing with floating coat of neat cement slurry 10093.00 Sq. m 163.39

including 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

31 cement: 1 sand) including necessary curing, scaffolding 3082.00 Sq. m 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

32 round in cement mortar 1:1 incl. neat cement finishing, 221.00 Rmt. 24.84

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 fixing galvanised iron (G.I.) chicken wire

mesh jali (minimum 24 gauge, with 12mm to 20mm

mesh openings) at all joints and junctions of dissimilar

materials—such as concrete-to-brickwork, concrete-to-

blockwork, and shear wall-to-masonry junctions—as

well as along chasing lines for conduits.The item

including underlying surface must be thoroughly

cleaned of loose mortar, dust, oil, and laitance. Any

structural gaps or voids at junctions must be tightly

packed with rich cement mortar (1:3 mix) before the

mesh is applied.Mesh Dimensions: The mesh strip must

be a minimum of 200mm to 300mm wide, ensuring

equal overlap (minimum 100mm to 150mm) on both

sides of the joint line.Fixing & Anchoring: The jali must

be stretched completely taut to eliminate any sagging

or buckling. It must be securely fixed to the concrete

surface using steel nails or dashes with G.I. washers

spaced at intervals not exceeding 300mm center-to-

center in a staggered zig-zag pattern. For masonry

surfaces, wire nails are acceptable.Plastering Prep: The

mesh must sit tightly flat against the wall surface so

that it is fully embedded within the subsequent

scratch/undercoat layer of plaster, maintaining the

minimum required plaster cover.

Providing and applying china mosaic flooring on

terrace with glazed tiles piece incl. 50 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 :

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

38 remove all dirt, dust & mortar drops including 3082.00 Sq. m 301.23

scaffolding, all labour etc. complete as per Architect

instructions and drawing or as directed by engineer in

P/A 5mm of exterior wall texture of approved brand

and pattern in true line and level including applying one

coat of approved make exterior wall primer including

throughly brushing, cleaning & brooming the surface to

39 remove all dirt, dust & mortar drops including 3082.00 Sq. m 473.44

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

40 using 100x50 mm size section including P/F approval 297.00 Sq. m 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 stain float glass panel of

41 modiguard/AIS/Saint Gobin or approved matching 183.00 Sq. m 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.

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

42 panel of modiguard/AIS/Saint Gobin or approved 45.00 Sq. m 4438.50

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

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 1:6 (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 & laying 600 x 600 mm MATT FINISHED

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

46 Including keeping 4mm grooves between all tiles and 2336.00 Sq. m 1453.19

filling it with laticrete epoxy with pricision including

cleaning etc. complete as per approved Architect

drawing and design and as directed by Engineer in

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

47 mt. width and fixing & curing finished with flush ponting 171.00 Sq. m 1453.19

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 & laying600 x 600 mm glossy FINISHED

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

48 1:6 (1 cement : 6 coarse sand) laid and jointed with 231.00 Sq. m 1183.19

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 1:4 (1 part cement : 4 parts coarse

sand) of specified average thickness 20 mm to 25 mm,

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

49 with pigment to match the shade of the stone, 286.00 Sq. m 1008.79

including 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 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 1:4 (1 part cement : 4 parts coarse sand) of

specified average thickness 20 mm to 25 mm, jointed

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

50 pigment to match the shade of the stone, including 35.00 Sq. m 1199.59

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

51 fixiy including rubbing and curing with BOTH SIDE 696.00 Sq. m 1761.09

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 &

25 mm thick kotah stone sandwitch type platform for

kitchen and washbasin platform, resting on vertical and

horizontal support of single/ double polished kotah

stone at every 1 mtr c/c of 25 mm thick in C.M. 1:4 (1

cement: 4 sand) including fixing 18 mm Granite stone

52 on top & end vertical support as per drawing including 32.00 Sq. m 4800.00

providing & fixing 25mm thick polished kotah stone

with round edge as shelves & otli 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

53 black oxide & cement including mirror polishing making 160.00 Sq. m 850.00

round edge moulding etc. comp. as per Architect

instructions and drawing and as directed by engineer in

Providing & Fixing ) kota stone shelves for store room,

cabinates and wordrobe 25mm thick over 25 mm

(average) thick base of cement mortar 1:6 (1 cement :

coarse sand) laid over and jointed with white cement

slurry parfaction of Areldite mix sand rough inside

surface for fixiy including 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 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 ms pipes

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 charge.

P/F M.S. railings in balconies of required pattern to all

balconies,ota and ramp etc. with ms box pipes and flats

at required spacing and frames all-round, square or

round pipes or flats 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 charge.

p/f 1.2MM THICK GALVENISED 60 MICRONS SMOOTH

MATT SCRATCH RESISTANT POWDER COATED

58 WORDROBE SHUTTERS having size 2100 x900 mm with 261.00 smtr 4142.00

locking facility FOR ALL ROOMS as given design and detail by

architect of the project

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

50mm dia pipe in railing ,nevell post and balusters

having 5 horizontal pipes of 20mm dia having required

finish using patch fittings including L & key connections,

bending cutting, fixing of pipes, cutting, fixing & drilling

59 in stone or rcc surface fixing with all required 57.00 rmtr 3213.00

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

60 level with help of PVC clamps at every two meter 154.00 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 &

61 floors including necessary tubes fittings and clamps etc. 276.00 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

62 Architect instructions and drawing or as directed by 288.00 Rmt. 90.93

engineer in charge.

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

equivelent,nominal bore etc. complete As per

63 Architect instructions and drawing or as directed by 143.00 Rmt. 146.65

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

64 with adhesive solvent cement including cost of jointing 108.00 Rmt. 923.81

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

66 and joints including excavation back filling testing of 178.00 Rmt. 826.12

pipes and joints etc. comp. As per Architect

instructions and drawing or as directed by engineer in

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

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

68 cement slurry and water tight C.I. cover with frame of 20.00 NOS. 1279.40

300 mm x 300 mm 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

69 to septic tank etc. complete As per Architect 20.00 NOS. 2903.89

instructions and drawing or as directed by engineer in

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

71 cement mortar 1:1 (1-cement : 1fine sand) (Vitreous 9.00 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 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

72 hinges and rubber buffers. (B) Black plastic seat and 12.00 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

73 350 mm (I) In white colour(ii) bottol trap (III) 32mm dia. 1.00 NOS. 8000.00

C.P 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

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

P/F white colour vitreous ciramic "table top 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 in the granite

platform and fixing with white cement and silicone

sealent and making good the same, including fixing

75 CM101 bottle trap CERA Accessarioes 40 mm dia. C.P. 18.00 NOS. 5200.00

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 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

76 1200 mm size with C.P. brass bracket support and guard 21.00 NOS. 825.48

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.

P/F 600 mm x 1200 mm beveled edge dressing mirror

of superior glass mounted on 12 mm thick plywood

sheet BLACK POWEDER COATED ALUMINIUM PROFILE

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

screws and washers, including fixing glass shelves of

77 600 mm x 1200 mm size with C.P. brass bracket support 47.00 NOS. 4000.00

and guard 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.

Providing and fixing C.P. brass towel 3-hook robe rail

size: 1'6" length wall mounted strip h. complete with

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

P/F 15 mm dia brass chromium plated BIB Cock

(jaguar, plumber, paryware ) in pipeline of approved

80 quality etc. complete As per Architect instructions and 47.00 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

81 quality etc. complete As per Architect instructions and 18.00 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

82 approved quality etc. complete As per Architect 21.00 NOS. 1050.00

instructions and drawing or as directed by engineer in

P/F brass chromium plated shower with 12" shower

arm (jaguar, plumber, paryware ) in pipeline of

83 approved quality etc. complete As per Architect 21.00 NOS. 1051.00

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

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

85 Brass chromium plated stop cock 23.00 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

90 quality etc. complete As per Architect instructions and 21.00 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

92 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

93 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 :

6 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

95 directed (B) Abonite (i) 25 mm dia etc. complete as 5.00 NOS. 136.52

directed by engineer in charge.

Providing and fixing PTMT soap dish holder length of

138 mm, breadth 102mm , height of 75 mm with

concealed fitting arrangements weighing not less than

providing & fixing 40mmx40mmx600mm "L"MS ANGLE

5mm thick for fixing cloth henging string onwall or

ceiling including 6 holes for string as derected by

engineer incharge.job including cutting,making

holes,gringing all sharp edges,cleaning and appling red

oxide primer, accrylic putti and satin finish enamelpaint

of approved shade by architect of the project.

Providing laying and fixing 7ltr. Capacity storage gyser

including all necessary fixtures.

99 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 etc. UP

TO 600 MM WIDE PATH FROM OUTTER WALL FACE

AROUND THE BUILDING complete as directed by

engineer in charge.

100 providing suppling and fixing 28mm dia. 1,5 mm 14.00 rmtr

thickseamless stainless steel of grade 304 premium-

quality heavy-duty window curtain rod pipe

assemblies complete with all necessary mounting

brackets, finials, rings, and anchoring hardware in

accordance with the project drawings ,selection and

instruction given by architect of the project

101 Providing, supplying, fabricating, stitching, delivering

and fixing High-density, premium-grade polyester or

poly-blend fabric Minimum 300 gsm approved quality

window curtains including required blackout/dimout

fabric, 2.5 times the track/rod width to ensure rich

gathering and pleating, hems, curtain tracks/rods,

brackets, carriers, hooks, fasteners and all necessary

accessories, including labour, transportation,

scaffolding, tools, testing, adjustment and cleaning,

complete as per specification and direction of Engineer-

in-Charge/Architect.(windows size will be cosider for

billing dimensions)

102 PROVIDING AND FIXING STUDENT STUDY TABLE The Study Table

integrated with an overhead book shelf is made of CRCA pipe

and CRCA sheet, pre-laminated 18mm bwp plywood possessing

the following specifications : 1. Size of Study Table must be 3'.0“

L x 2'.0“ D x 2'.6“ H made up of CRCA sheet 0.8mm thick,

25x50x1.2mm square pipe constituting the support systém of the

table, overhead storage and integration of both. 2. The Table top

must be ISI marked 18mm BWP plywood, one side 1mm thick

laminated, front side post formed and the remaining three sides

are protected with 2mm thick PVC lipping fixed with hot melt

glue. 3. The table must be equiped with a metal drawer with the

side of outer body 12“W x 18“ D x 12“ H. The drawers shuld

moves on ball telescopic slides 350mm. The body of the drawer

made up of CRCA 0.6mm thick 4. Lock – six lever 5. Handles to be

of SS. The bookshelf to be located 18“ above the table, the space

between the bookshelf and table top to be claded with pre-

laminated ISI marked ply 12mm thick. 6. Provision of holder for

bulb/CFL underneath the bookshelf be given. 7. There should be

a leg rest made of CRCA pipe 25x50mm of 1.2mm thickness.

The legs should be equipped with nylon grommetes to prevent

scratches on the floor. 9. The swing door must be of unit having

size of 12“ x 15“ made up of 1mm CRCA sheet. 10. Overhead

Storage of size 36“ x 22“ x 12“ [ wall mounted ] is to be covered

from sides, back and top. The rack should be made from 0.8mm

thick CRCA sheet with 2 slots the top being 10“ hight and bottom

being 12“ height. The 2 slots [ storage unit ] to be equally

partioned vertically. The complete MS material should be pre-

treated, de-rested, passivated and powder coated for uniform

thickness of 45 – 50 micron of approved shade and disign given

by the architect of the project

103 PROVIDING AND FIXING STUDENT STUDY CHAIR

SPECIFICATIONS Seat/backshell : The sheet backshell is

made up of 1.2 cm thick hotpressed plywood laminate

with natural veener in shade of teak. Back size : 40.5cm

[W] x 40.5 cm [H], Seat size for 43cm [ W ] x 39 cm [ D ].

Tabular understructure : The understructure is made up 12.00 nos 3500.00

of MS tube of dia 1.6 cm x 14 G thickness and black

coated. It is to be fitted with black injection ferrule and

support features. Diagram attached.

104 HOSTEL BED . providing and fixing 1980 mm x

mm x 450 mm sized heavy duety Hostel Bed made of

using CRCA sheet and CRCA pipe. The frame work

should be made of CRCA 25x75mm 22G, with four legs

made of 40x40mm CRCA pipe 1.2mm thick. Suitably

strengthened at corners by MS angle or other

appropriate material. The top surface should consists of

ISI mark 12mm thick water resistant ply sheet both side

1mm laminated in the metal frame. The bed should be

equipped with a head rest made of square pipe of size

25x25mm, 1.2mm thick, head bent in a round shape

with MDF board of ISI mark. 6. Leg 50 cm or 20“ [ Total

height excluding head rest ].The metallic portion of bed

to be Epoxy polyester powder coated (oven-baked)

with a minimum coat thickness of 50–60 microns.

product shall be as per detail design and specification

given by the architect of the project. bed should be

along with 40 density foam mattress matching exact

bed dimensions with High-quality, zipped, washable

outer fabric cover and one Standard branded fiber

pillow of 700 mm x 400 mm size.