Serial Particulars Amount ( in rupees)

ATotal Cost of the Price bid for construction of the office building of the

Resident Engineer, 132 kV EPIP-I & II sub-station

Serial Particulars Amount ( in rupees)

ATotal Cost of the Price bid for construction of septic tank for the proposed

office building of the Resident Engineer, 132 kV EPIP-I & II sub-station

( Rupees

Table 1

( Rupees

ABSTRACT OF PRICE BID FOR CONSTRUCTION OF SEPTIC TANK FOR THE PROPOSED OFFICE

BUILDING OF THE RESIDENT ENGINEER, 132 KV EPIP- I & II SUB-STATION, BYRNIHAT

ABSTRACT OF PRICE BID FOR CONSTRUCTION OF OFFICE BUILDING OF THE RESIDENT ENGINEER,

132 KV EPIP-I & II SUB-STATION, BYRNIHAT

1

Sl.

NoDescription of work Unit Quantity Rate (Rs.) Amount (Rs)

1.

Earthwork in excavation upto a depth of 2m below the existing

ground level for foundation trenches of foundation, footing of

column/walls, retaining walls, septic tank etc. including bailing

out water where necessary and removal of surplus earth with

all lead and lifts as directed and specified for the following

classification of soils.

(a) In ordinary soil m3 91.43

2.

Plain cement concrete works with coarse aggregate of sizes

13mm to 32mm in foundation bed for footing steps, walls, brick

works etc. as directed and specified including dewatering if

necessary, and curing complete ( shuttering where necessary

shall be measured and paid separately)

In prop. 1:4:8 ( 1 cement: 4 coarse sand : 8 coarse agg. by

volume (using mixture machine)m3 7.18

3.

Providing brick soiling in foundation and under the floor with

stone/ best quality picked jhama brick, sand packed and laid

level and in panel after preparing the sub grade as directed

including all labour and materials and if necessary dewatering,

complete

Stone soling of thickness 100mm Sqm 72.64

4.Earthwork in filling including necessary carriage, watering,

ramming etc. complete as directed and specified.

Earth/Sand filling in plinth in layers not exceeding 150mm thick

With available excavated earth including breaking of clods,

consolidating each layer by ramming and watering with all lead

and lifts.

Cum 14.53

5.

Stone masonry work in retaining wall, wing wall, abutment,

foundation, steps, plinth etc. in cement mortar in prop 1:6 with

levelling course of 1:6:12 with unsize stone/ Mawthup both

faces hammer dressed including bonding, providing face stone,

through stone and centering including racking of joints, curing

and supplying and all carriage of stone as directed

Random Rubble Masonry

In Sub-structure upto Plinth Level m3 17.78

PRICE BID FOR CONSTRUCTION OF OFFICE BUILDING OF THE RESIDENT ENGINEER, 132 KV EPIP-I & II

SUBSTSTION, MePTCL, BYRNIHAT AT EPIP - I SUB-STATION, RAJABAKAN

1

6.

Plain cement concrete works with coarse aggregate of sizes

13mm to 32mm in foundation bed for footing steps, walls, brick

works etc. as directed and specified including dewatering if

necessary, and curing complete ( shuttering where necessary

shall be measured and paid separately)

In prop 1:3:6 (1cement: 3 coarse sand : 6 coarse agg. by

volume ( using mixture machine)m3 0.46

7.

Brick work in cement mortar with 1st class brick including

racking out joints and curing complete in super-structure above

plinth level upto 1st floor level including dewatering if

necessary as directed.

In proportion 1:3 ( 1 cement : 3 sand) m3 32.48

8.

Providing and laying Concrete in Reinforced Cement Concrete

Works using Concrete Mixture Machine with coarse sand &

20mm down graded stone aggregate including dewatering if

necessary, and curing complete but excluding cost of form

work and reinforcement for reinforced cement concrete work

(form work and reinforcement will be measured)

In Foundation and sub-structure including footing, columns with

base, tie and plinth beam, pile cap, raft slab, base slab, RCC

walls, retaining walls, walls of septic tank, inspection pit and

the like and other works not less than 100mm thick up to Plinth

Level. ( Without using admixture, plasticiser)

M15 or Prop. 1:2:4 ( for non-structural works) m3 17.70

9.

Providing from work of ordinary timber planking of thickness

not less than 25mm and removal of the same for concrete

members so as to give a rough finish including centering,

shuttering, strutting and propping etc., for height of propping

and centering of supporting floor to the soffit of the concrete

member not exceeding 4.0M as specified for the following

items:

Foundation, footings, bases of columns, pile cap, raft and mass

concrete works etc.Sqm 103.90

Columns, Pillars, Posts & Strut

Square, Rectangural, Polygonal in plan or any shape like Tee/L

etc. having plane vertical face.Sqm 323.60

10.

Supplying, fitting and fixing in position reinforcement bars upto

1st floor level, conforming to relevant I.S. Code for R.C.C work/

R.B. walling including straightening, cleaning, cutting and

bending to proper shapes and length as per details, supplying

and binding with 20G annealed black wire and placing in

position with proper blocks, supports, chairs, spacers etc.

complete. ( Rates inclusive of all wastage, lappage, hooks,

chairs, anchorage etc. and no measurements for the same is

required)

From Primary Sources like

TATA/SAIL/ESSAR/JINDAL/SHYAM/RINL

2

TMT Corrosion resistant steel ( CRS) reinforcement bar Qntl 72.65

11.

Providing and laying Concrete in Reinforced Cement Concrete

Works using Concrete Mixture Machine with coarse sand &

20mm down graded stone aggregate including dewatering if

necessary, and curing complete but excluding cost of form

work and reinforcement for reinforced cement concrete work

(form work and reinforcement will be measured and paid

separately)

In Columns, pillars, posts, struts, suspended floor, roof ,

landing, shelf and support, balcony, lintel, sill band, beam,

girder, bressumer, cantilever, staircase etc. above plinth level

upto 1st floor level. ( Without using admixture, plasticiser)

M15 or Prop 1:2:4 ( For Non - structural Works) m3 33.50

12.

Providing wood work in frame ( chowkats) of doors, windows,

clerestory windows and other similar works wrought, framed

and fixed in position in contact with C.C or brick masonry wall

including supplying, fitting and fixing with M.S. hold fast (

40mmx3mmx250mm) as per design embedded in cement

concrete block in proportion 1:2:4 and with two coats of kiricide

oiling to the timber faces in contact with C.C and masonry as

directed and specified

1st Class Local timber (Pooma/Hollock/Oak/Gamari/Diengrai

and the like)Cum 0.20

13.

Providing, fitting and fixing full panelled doors/ windows

including oxidised M.S butt hinges (100mm x 75mm x

3.55 mm) with necessary screws ( other fittings to be measured

and paid separately)

With 1st Class Local wood

(Pooma/Hollock/Oak/Gamari/Diengrai and the like)

40 mm thick Sqm 10.14

14.

Plain cement concrete apron in prop 1:4:8 with 20mm down

graded coarse aggregate Over soling including neat ement

finish using cement slurry 2.75 kg. Of cement per sq.m. of floor

( soling to be measured separately)

35 mm thick in proportion 1:4:8 Sqm 72.64

15.

15 mm thick Cement plaster in single coat on rough side of

single or half brick wall for interior plastering up to 1st floor

level including arises, internal rounded angles, not exceeding

80mm girth and finished even and smooth including curing

complete as directed.

In cement mortar 1:3 Sqm 725.39

3

16.

Brick nogged wall with 1st class brick in cement mortar

including racking out joints and curing complete as directed in

super structure above plinth up to 1st floor level ( protruding

M.S rod/Tor steel of column to be embedded in cement mortar

and will be measured and paid separately)

Half Brick (~ 112 mm) thick 1st class brick nogged wall

In proportion 1:3 (1 cement : 3 sand) Sqm 61.93

17.

Providing Ceramic Tiles of Somany/ Orient/ Nitco/Qutone make

or equivalent of approved quality, size, shape and thickness

not less than 8 mm on floors, skirting, treads and risers of

steps over cement mortar bed 15 mm thick in prop. 1:3 ( 1

cement: 3 coarse sand) including cutting where necessary

finished with flush pointing with fix-A Tile

Choksey/Sika/Pidilite/Rouf/White cement slurry mixed with

approved pigment to match the shade of tiles, complete at all

levels as specified and directed ( cement plastering to be

measured and paid separately )

Normal range ( sizes 300 mm x 300mm and above)

Regular Sqm 81.40

18.

Providing polished ceramic wall tiles of

Somany/Orient/Niteo/Qutone make or equivalent of approved

quality, size, shape and thickness not less than 8mm on walls

and skirting over cement mortar bed 10 mm thick in prop. 1:3 (

1 cement : 3 coarse sand ) including cutting where necessary

finished with flush pointing with Fix-A-Tile (

Choksey/Sika/Pidilite/Rouf) or white cement slurry mixed with

approved pigment to match shade of tiles complete at all levels

as specified and directed. ( Cement plastering to be measured

and paid separately).

Executive range- 1 ( Sizes 200 mm x 300mm and above)

Regular range Sqm 24.48

19.

Providing fitting and fixing PVC door frame of Duroplast make

DPF-5060 make suitable for DPS-3720 made from extruded

PVC multi chamber hollow section having dimensions of 50mm

x 60mm ( Tolerance + 1mm). Horizontal and vertical sections

shall be joined by steel screws after inserting M.S. tubular

rectangular galvanised L-shaped brackets of size 100mm x

100mm or plastic brackets size 75mm x 75mm with metred cut

at the corners. Hinge side of the frame shall be reinforced with

M.S. Tubular section of size 40mm x 20mm. The frame will be

fixed to the column/stiffener/ wall with the help of 3 nos. 75mm

long and 4mm dia steel screws and expandable fasteners on

each side of the door frame complete in all respects as

specified and directed at all levels.

Rm 10.06

4

20.

Providing, fitting and fixing PVC Door shutters of Duroplast

DPS 3720 make made from extruded PVC stiles and rails

made from rigid PVC multi cavity hollow chamber section of

size 90mm x 37mm ( Tolerance + 1mm) . The corners of the

stiles and rails shall be metred out and fixed to each other with

the help of solid plastic L-shaped brackets or M.S rectangular

tubular galvanised two not. Of size 200mm x 100mm and

100mm x 100mm at each corner by self tapping steel screws.

PVC multi cavity hollow section of size 105 mm x 37mm shall

be fixed in the middle by aluminium cleat and steel screws as

lock rail. The section frame shall then be filled with PVC panels

of approved colour of size 100mm x 20mm. Then two numbers

of bright steel rods of 6mm diameter shall be inserted

horizontally through stiles and panels with two numbers of

check nuts and washers all complete as specified and directed

at all levels. ( Door fixtures and fittings to be measured and pid

separately)

Sqm 3.24

21.

Providing fitting and fixing anodised aluminium windows and

ventilators of standard sections without horizontal glazing bars

joints mitred and welded ( manufactured to relevant IS

specifications) fitted with 6mm x 3.15 mm lugs 100mm long

embedded in CC blocks 150mm x 100mm x 100mm in 1:3:6

mix including providing and fixing handles, frictions stays,

joining cleat, bolting devices, locking arrangement, spring catch

as required complete as specified and directed for all levels. (

Glass panes included, Cement concrete to be measured and

paid separately )

Side hung and Top hung penal windows and ventilators

5 mm clear glass Sqm 16.67

22.

Plinth protection by providing Brick flat laid in cement mortar I

prop 1:4 ( 1 cement : 4 coarse sand) with a layer of 15mm thick

cement plaster in prop 1:2 and finishing with a floating coat of

neat cement including necessary levelling and preparing the

sub grade complete as directed

Sqm 44.94

23.

Applying one coat of cement primer of approved brand and

manufacture on new wall surface after thoroughly brooming the

surface free from mortar droppings and other foreign matter

and including preparing the surface even and sand papared

smooth.

Sqm 725.39

24.

Wall painting (two coats ) with acrylic emulsion paint approved

brand and manufacture ( Asian paint/ Berger paint/ICI paint/ J

& N paint/ Nerolac) on new surface to give an even shade after

thoroughly brushing the surface free from mortar droppings

and other foreign matter and sand papered smooth.

Sqm 725.39

25.

Applying priming coat over new wood and wood based

surfaces over 100mm in girth/width after and including

preparing the surface by thoroughly cleaning oil, grease, dirt

and other foreign matter, sand papering and knotting.

With ready mixed paint, Wood primer ( Pink/White) Sqm 32.89

5

26.

Painting two coats ( excluding priming coat ) on new wood and

wood based surface with enamel paint of approved brand and

manufacture ( Asian paint/ Berger paint/ ICI paint/ J & N paint/

Nerolac) to give an even shade including cleaning the surface

of all dirt, dust and other foreign matter sand papering and

stopping.

Surface over 100mm in width or girth

General purpose ( Asian paint/ Berger paint/ ICI paint/ J & N

paint/ Nerolac)Sqm 32.89

27.

Supplying, fitting, fixing brass fittings of approved make,

reasonably smooth, free from sharp edges and conners, flaws

and other defects and with counter sunk holes for screws

including necessary C.P. brass screws etc. complete ( bright

natural matt & satin finished

Sliding Door Bolt

300mm x 16mm Each 4

Tower Bolt

250mm x 10mm Each 11

Door Handle

150mm Each 12

Mortice Locks vertical type

75mm Each 5

28.

Providing CC/Brick/Stone Open Surface Drain with 15mm thick

cement plastering in prop. 1:3 finished with a floating coat of

cement slurry as directed with necessary shuttering for sides

and earth work in excavation of foundation trenches and

refilling the sides after completion of work etc. as specified.

With cement concrete (1:3:6) having 100mm thick sides and

100mm thick bed laid over brick flat soling

300mm wide and average 150 mm deep Rm 53.03

29.

Providing fitting and fixing vitreous china pedestal type water

closet ( European type W.C pan 400mm high) with seat and

lead, CP brass hinges and rubber buffers, CI/MS brackets,

40mm dia flush band with fittings including painting of fittings

and brackets, required. ( Flushing Cistern to be paid

separately)

White

Medium Each 2

30.

Supplying, fitting and fixing automatic flushing cistern with all

internal fitting with CI brackets including fitting and fixing

standard size CP flush pipe, union clamps etc. complete as

directed and specified ( pipes will be measured separately)

Medium Each 2

6

31.

Providing vitreous china wash basin with CI/MS brackets, C.P

brass chain with plug, PVC waste pipe including painting of

fittings and brackets, cutting and making good the walls

wherever required. ( Pillar coach, stop cock, waste coupling are

to be paid separately )

Basin (Pedestal Type)

White

Normal Each 2

32.

Supplying,fitting and fixing PVC pipes/bends/ Junctions etc. of

Supreme/Prince or other ISI approved make, including joining,

fitting and fixing with clamps etc. as necessary complete at all

levels including below G.L as directed and specified.

PVC pipes of 6Kg/cm2 as directed and specified

110mm dia. Each 17

PVC single ‘Y’ with door as directed and specified

110mm dia. Each 2

33.Providing fitting and fixing Mirror with plastic frame of size 500

x 400mm complete as directed and specified.Each 2

34.

Supplying fitting and fixing G.I Pipes (TATA/SAIL/NEZONE and

their equivalent) with all necessary ‘R’ brand or similar

approved G.I . Fitting such as bend, tee, elbow, reducer,

nipple, plug, long screw fitting, H.W. clamps etc. complete at all

levels including below G.L as directed and specified

Exposed on wall

20 mm dia Rm 40.00

35.Providing, fitting and fixing recessed soap tray/soap dish

complete as directed and specified.

Wall Soap tray Each 2

36.Providing, fitting and fixing Chrome Plated TOILET PAPER

holder complete as directed and specified.

Normal Each 2

37.

Supplying fitting and fixing C.P bib cock 15mm dia of approved

brand directed and specified ( G.I & C.P pipes will be

measured separately )

Bib cock short body Each 2

38.

Providing, fitting and fixing M.S grill of required pattern for

windows/ clerestory windows/opening/railing with M.S flats at

required spacing in frame all round, square or round M.S. bars

with round headed bolts and nuts or screws.

Ornamental grill

Fixed to brickwork/P.C.C/R.C.C Kg 128.34

7

TOTAL

8

Sl.

No.

Description of work Length

(m)

Breadth

(m)

Height

(m)Qnty Rate (Rs) Unit Amount (Rs)

1. Earthwork in excavation upto a depth of 2m below

the existing ground level for foundation trenches of

foundations, footings of column/walls, retaining

walls, septic tank etc. including bailing out water

where necessary and removal of surplus earth with

all lead and lifts as directed and specified for the

following classification of soils.

In ordinary soil. 1 3.60 2.10 1.50 11.340

Total 11.340 m3

2. Providing brick soling in foundation and under floor

with stone/ best quality picked jhama brick, sand

packed and laid to level and in panel after preparing

the subgrade as directed including all labour and

materials and if necessary dewatering, complete

Stone soling of thickness 100mm 1 3.60 2.10 7.560

Total 7.560 Sqm

3. Plain cement concrete works with coarse aggregate

of sizes 13mm to 32mm in foundation bed for

footing steps, walls, bricks works etc. as directed

and specified including dewatering if necessary, and

curing complete ( Shuttering where necessary shall

be measured and paid separately).

In prop. 1:3:6 (1 cement: 3 coarse sand : 6 coarse

agg. by volume (using mixture machine)

Base of Septic Tank 1 3.60 2.10 0.15 1.134

1/2 0.93 0.19 1.3 0.115

1/2 1.62 0.37 1.3 0.39

Total 1.639 m3

4. Brick work in cement mortar with 1st class brick

including racking out joints and curing complete in

sub structure upto plinth level including dewatering

if necessary as directed.

In proportion 1:3 ( 1 cement : 3 sand)

Septic Tank below G.L 2 3.30 1.25 0.25 2.063

2 1.30 1.25 0.25 0.813

Wall inside tank 1 1.35 1.15 0.25 0.388

3.264 m3

5. Brick work in cement mortar with 1st class brick

including racking out joints and curing complete in

sub structure upto plinth level upto 1st floor

including dewatering if necessary as directed.

In proportion 1:3 ( 1 cement : 3 sand)

No

PRICE BID FOR MAKING 25 USERS SEPTIC TANK ALONG WITH SOAK PIT AND INSPECTION PIT FOR THE PROPOSED OFFICE

BUILDING OF THE RESIDENT ENGINEER, 132 KV EPIP-I & II SUBSTATION, MePTCL, BYRNIHAT

1

Walling 2 3.30 0.25 0.35 0.578

2 1.30 0.25 0.35 0.228

0.806 m3

6. Providing form work of ordinary timber planking of

thickness not less than 25mm and removal of the

same for concrete members so as to give a rough

finish including centering, shuttering, strutting and

propping etc., for height of propping and centering

of supporting floor to the soffit of the concrete

member not exceeding 4.0M as specified for the

following items:-

Flat Surfaces such as soffits of suspended floors,

roofs, landings, cantilever slabs, chajjas, balconies

and the like

Thickness of floors/ slab upto 200mm

Buffel Wall 2 1.30 0.65 1.690

1 1.30 0.125 0.163

2 1.30 0.90 2.340

1 1.30 0.125 0.163

1 2.80 1.30 3.640

7.996 m2

7. Supplying, fitting and fixing in position reinforcement

bars upto 1st floor level, conforming to relevant I.S

Code for R.C.C work/ R.B walling including

straightening, cleaning, cutting and bending to

proper shapes and length as per details, supplying

and binding with 20 G annealed black wire and

placing in position with proper blocks, supports,

chairs, spacers, etc. complete. ( Rates inclusive of

all wastage, lappage, hooks, chairs, anchorage etc.

and no measurements for the same is required)

From Primary Sources like

TATA/SAIL/ESSAR/JINDAL/SHYAM/RINL

TMT Corrosion resistant steel (CRS) reinforcement

bar

12mm

⦰

bar

Slab 34 1.80 61.200

B/Wall 5 1.50 7.500

7 1.50 10.500

79.200 m

Sub-Total @ 0.89

kg/m

70.49 Kg

8mm

⦰

bar

Slab 19 3.30 62.700

B/Wall 7 0.65 4.550

7 0.90 6.300

2 10 0.95 19.000

92.55 m

2

@0.395

kg/m

36.56 Kg

G. Total of Reinforcement 107.05 Kg

1.07 Qntl

8. Providing and laying Concrete in Reinforced

Cement Concrete Works using Concrete Mixture

Machine with coarse sand & 20mm down graded

stone aggregate including dewatering if necessary,

and curing complete but excluding cost of form work

and reinforcement for reinforced cement concrete

work ( form work and reinforcement will be

measured and paid separately)

In Columns, Pillars, posts, struts, suspended floor,

roof, landing , shelf and support, balcony ,lintel, sill

band, beam, girder, bressumer, cantilever ,

staircase etc. above plinth level upto 1st floor level.

( Without using admixture, plasticiser)

M15 or Prop 1:2:4 ( For Non-structual Works)

Slab 1 3.30 1.80 0.10 0.594

S/pit 1 0.95 0.95 0.10 0.090

B/Wall 1 1.60 0.65 0.125 0.130

1 1.60 0.90 0.125 0.180

Total 0.994 m3

9. 20 mm thick Cement plaster on fair side in two coats

( backing coat 10 mm and finishing coat 10 mm

thick) on single or half brick walls for interior

plastering up to 1st floor level including arises,

internal rounded angles, chamfers and / or rounded

angles not exceeding 80 mm in girth and finished

even and smooth including curing complete as

directed.

In cement mortar 1:3

Inside the S/tank 2 1.30 1.41 3.666

2 2.80 1.50 8.400

B/Wall 2 1.30 0.65 1.690

2 1.30 0.9 2.340

Base Wall 2 1.30 1.15 2.990

1 2.80 1.30 3.640

Total 22.726 m2

10. Supplying, fitting and fixing I.S.I marked or similar

approved H.C.I pipes and fittings like bends/ Tees &

Y junctions / Reducers etc. including bolts and nuts

and other fittings as required and complete at all

levels including below G.L as directed and specified.

H.C.I plain bend including bolts and nuts and other

fittings as directed and specified

In exposed surfaces or in trenches

100 mm dia 1 6 6 Each

3

H.C.I single equal Tee junction with door including

bolts and nuts and other fittings as directed and

specifiedIn exposed surfaces or in trenches

100 mm dia 1 2 2 Each

11. Supplying, fitting and fixing PVC pipes/ bends/

Junctions etc. of Supreme/Prince or other ISI

approved make, including joining, fitting and fixing

with clamps etc. as necessary complete at all levels

including below G.L as directed and specified.

PVC pipes of 6 Kg/cm2 as directed and specified.

110 mm dia 1 3.00 3.00

1 1.00 1.00

1 1.20 1.20

1 5.00 5.00

1 30.00 30.00

1 18.00 18.00

1 6.00 6.00

64.20 Rm

35.67 Nos

Total Say 36 Each

12. Construction of filter bed in soak pit including earth

work in excavation of soil and then filling up of the

trench with brick bats/Charcoal covered with earth

over a layer of A.C plain sheet above brick bat filling

complete as directed. ( sizes of soak pit may vary

depending on the sizes and capacities of the septic

tank as well as the number of users as mentioned in

the table.

1 0.90 0.90 2.00 1.620

Total 1.620 Cum

13. Construction of inspection pit inside measurement

450mm x 450mm x 450 mm flush with 100 mm

diameter HCL/PVC pipes and cement concrete

base in proportion 1:3:6 over flat brick soling, 12cm

brick wall in cement mortar in proportion 1:4 finished

with 13mm cement plaster in proportion 1:2 in side

wall and floor 450mm x 450mm air tight C.I.

inspection pit cover and frame complete including

supplying of materials, necessary excavation of pit

as directed.

1 3 3

3 Each

Total

1.80 m each

4

Sl. No. Description of work NoLength

(M)

Breadth

(M)

Height

(M)Total Unit

Item No.

1/1.1

Earthwork in excavation upto a depth of 2m below the

existing ground level for foundation trenches of

foundations, footings of column/walls, retaining walls,

septic tank etc. including bailing out water where necessary

and removal of surplus earth with all lead and lifts as

directed and specified for the following classification of

soils.

(a) In ordinary soil

Footing, F1 1 1.1 1.1 1.8 2.18

F2 2 1.2 1.2 1.8 5.18

F3 4 1.5 1.5 1.8 16.2

F4 5 1.6 1.6 1.8 23.04

F5 4 1.7 1.7 1.8 20.81

Plinth Wall 1 3.28 0.45 0.45 0.66

1 10.44 0.45 0.45 2.11

1 11.66 0.45 0.45 2.36

1 6.5 0.45 0.45 1.32

1 2.82 0.45 0.45 0.57

1 3.9 0.45 0.45 0.79

1 4.88 0.45 0.45 0.99

1 10.83 0.45 0.45 2.19

1 9.88 0.45 0.45 2

1 7.77 0.45 0.45 1.57

Plinth Protection 1 8.93 0.91 0.3 2.44

1 2.07 0.91 0.3 0.57

1 2.67 0.91 0.3 0.73

1 3.89 0.91 0.3 1.06

1 2.13 0.91 0.3 0.58

1 5.05 0.91 0.3 1.38

1 5.68 0.91 0.3 1.55

DETAILS ESTIMATE FOR CONSTRUCTION OF OFFICE BUILDING OF THE RESIDENT ENGINERR, 132 KV EPIP-I & II

SUBSTATION, MePTCL, BYRNIHAT

1

1 1.79 0.91 0.3 0.49

1 2.82 0.91 0.3 0.77

1 4.76 0.91 0.3 1.3

1 3.4 0.91 0.3 0.93

1 6.2 0.91 0.3 1.69

Step 1 2.2 0.6 0.45 0.59

Deduct Footing (-) 4 1.5 0.45 0.45 -1.22

4 1.7 0.45 0.45 -1.38

4 1.6 0.45 0.45 -1.3

1 0.8 0.45 0.45 -0.16

1 1.1 0.45 0.45 -0.22

1 0.55 0.45 0.45 -0.11

1 1.2 0.45 0.45 -0.24

Total 91.42 m3

Item No.

2/2.1

Plain cement concrete works with coarse aggregate of

sizes 13mm to 32mm in foundation bed for footing steps,

walls, brick works etc. as directed and specified including

dewatering if necessary, and curing complete ( shuttering

where necessary shall be measured and paid separately)

(b)In prop. 1:4:8 ( 1 cement :4 coarse sand :8 coarse agg. by

volume ( using mixture machine)

Footing, F1 1 1.1 1.1 0.1 0.12

F2 2 1.2 1.2 0.1 0.29

F3 4 1.5 1.5 0.1 0.9

F4 5 1.6 1.6 0.1 1.28

F5 4 1.7 1.7 0.1 1.16

Plinth Wall 2 4.22 0.45 0.1 0.38

3 2.98 0.45 0.1 0.4

1 2.39 0.45 0.1 0.11

8 3.59 0.45 0.1 1.29

1 2.32 0.45 0.1 0.1

1 2.09 0.45 0.1 0.09

2

1 1.86 0.45 0.1 0.08

1 2.57 0.45 0.1 0.12

3 1.77 0.45 0.1 0.24

2 4.6 0.45 0.1 0.41

Step 1 2.36 0.6 0.1 0.14

1 1.02 0.6 0.1 0.06

Total 7.17 m3

Item No.

3/4.1

Providing brick soiling in foundation and under flood with

stone/best quality picked jhama brick, sand packed and

laid to level and in panel after preparing the subgrade as

directed including all labour and materials and if necessary

dewatering, complete

(c) Stone soling of thickness 100mm

Room, R.E Room 1 3.66 3.66 13.4

Staircase Room 1 4.27 1.83 7.81

Store Room 1 4.27 3.66 15.63

Esst. Staff Room 1 3.05 3.22 9.82

Toilet 2 2.44 1.83 8.93

Verandah 1 3.05 5.59 17.05

Total 72.64 Sqm

Item No.

4/1.41

Earthwork in filling including necessary carriage, watering,

ramming etc. complete as directed and specified.

1.4.1Earth/Sand filling in plinth in layers not exceeding 150mm

thick

(b)

With available excavated earth including breaking of clods,

consolidating each layer by ramming and watering with all

lead and lifts.

Room, R.E Room 1 3.66 3.66 0.2 2.68

Staircase Room 1 4.27 1.83 0.2 1.56

Store Room 1 4.27 3.66 0.2 3.13

Esst. Staff Room 1 3.05 3.22 0.2 1.96

Toilet 2 2.44 1.83 0.2 1.79

Verandah 1 3.05 5.59 0.2 3.41

3

Total 14.53 Cum

Item No.

5/4.11

Stone masonry work in retaining wall, wing wall, abutment,

foundation, steps, plinth etc. in cement mortar in

prop 1:6 with levelling course of 1:6:12 with unsize stone /

Mawthup both faces hammer dressed including bonding,

providing face stone, through stone and entering including

racking of joints, curing and supplying and all carriage of

stone as directed

(a) Random Rubble Masonry

(i) In sub-structure upto Plinth level

Plinth Wall 2 4.22 0.45 0.55 2.09

3 2.98 0.45 0.55 2.21

1 2.39 0.45 0.55 0.59

8 3.59 0.45 0.55 7.11

1 2.32 0.45 0.55 0.57

1 2.09 0.45 0.55 0.52

1 2.57 0.45 0.55 0.64

3 1.77 0.45 0.55 1.31

2 4.6 0.45 0.55 2.28

Total 17.32 m3

Item No.

6/2.1

Plain cement concrete works with coarse aggregate of

sizes 13mm to 32mm in foundation bed for footing steps,

walls, brick works etc. as directed and specified including

dewatering if necessary, and curing complete ( shuttering

where necessary shall be measured and paid separately)

(a)In prop. 1:3:6 ( 1 cement :3 coarse sand :6 coarse agg. by

volume ( using mixture machine)

Step 1 2.36 0.6 0.15 0.21

1 1.02 0.6 0.15 0.09

1 2.36 0.6 0.15 0.11

1 1.02 0.6 0.15 0.05

Total 0.46 m3

4

Item No.

7/4.4

Brick work in cement mortar with 1st class brick including

racking out joints and curing complete in super-structure

above plinth level upto 1st floor level including dewatering if

necessary as directed.

(a) In proportion 1:3 (1 cement :3 sand)

Walling 2 4.22 2.74 0.239 5.53

6 3.59 2.74 0.239 14.11

2 2.98 2.74 0.239 3.9

3 1.77 2.74 0.239 3.48

2 3.28 2.74 0.239 4.3

2 2.39 2.74 0.239 3.13

2 3.62 2.74 0.239 4.74

Deduct Opening (-)

Door, D 1 1.07 2.134 0.239 -0.55

D1 3 0.92 2.134 0.239 -1.41

D2 2 0.76 2.134 0.239 -0.78

Window,W 2 1.83 1.68 0.239 -1.47

W1 2 1.37 1.22 0.239 -0.8

W2 2 0.91 1.22 0.239 -0.53

Ventillators, V 2 1.83 0.457 0.239 -0.4

V1 2 1.37 0.457 0.239 -0.3

V2 3 0.91 0.457 0.239 -0.3

V3 2 0.91 0.4 0.239 -0.17

Total 32.48 m3

Item No.

8/2.5

Providing and laying Concrete in reinforced cement

concrete works using concrete mixture machine with

coarse sand & 20mm down graded stone aggregate

including dewatering if necessary, and curing complete but

excluding cost of from work and reinforcement for

reinforced cement concrete work ( from work and

reinforcement will be measured and paid separately )

5

2.5.1

In foundation and sub structure including footing, columns

with base, tie and plinth beam, pile cap, raft slab, base

slab, RCC walls, retaining walls, walls of septic tank,

inspection pit and the like and other works not less than

100mm thick up to plinth level. ( without using admixture,

plasticiser)

(a) M15 or Prop. 1:2:4 ( for non-structural works)

Footings/Columns

F1 1 1 1 0.15 0.15

1 0.1

F2 2 1.1 1.1 0.2 0.48

2 0.23

F3 4 1.4 1.4 0.2 1.57

4 0.93

F4 5 1.5 1.5 0.2 2.25

5 1.31

F5 4 1.6 1.6 0.25 2.56

4 1.17

Column, C1 2 0.25 0.25 1.1 0.14

C2 2 0.25 0.3 1.15 0.17

C3 4 0.3 0.3 1.1 0.4

C4 5 0.3 0.3 1.1 0.5

C5 4 0.3 0.3 1 0.36

Tie Beam ( TB) 2 4.22 0.25 0.3 0.63

3 2.98 0.25 0.3 0.67

1 2.39 0.25 0.3 0.18

8 3.59 0.25 0.3 2.15

1 2.32 0.25 0.3 0.17

1 2.09 0.25 0.3 0.16

1 1.86 0.25 0.3 0.14

1 2.57 0.25 0.3 0.19

1/2{(1.10 x 1.10) + (0.55 x

0.55) } x 0.15

1/2{(1.00 x 1.00)+(0.55 x

0.55)} x 0.15

1/2{(1.40 x 1.40) + (0.60 x

0.60)} x 0.20

1/2{(1.60 x1.60)+(0.60 x

0.60)} x 0.20

1/2{(1.50 x 1.50) + ( 0.60 x

0.60)} x 0.20

6

3 1.77 0.25 0.3 0.4

2 4.6 0.25 0.3 0.69

Total 17.7 m3

Item No.

9/2.10

Providing form work of ordinary timber planking of

thickness not less than 25mm and removal of the same for

concrete members so as to give a rough finish including

centering, shuttering , strutting and propping etc., for height

of propping and centering of supporting floor to the soffit of

the concrete member not exceeding 4.0M as specified for

the following items:

(a)Foundation, footings, bases of columns, pile cap, raft and

mass concrete works etc.

Footing, F1 1 4 1 0.3 1.2

F2 2 4 1.1 0.4 3.52

F3 4 4 1.4 0.4 8.96

F4 5 4 1.5 0.4 12

F5 4 4 1.6 0.5 12.8

Column, C1 2 4 0.25 1.1 2.2

C2 2 2 0.25 1.15 1.15

2 2 0.3 1.15

C3 4 4 0.3 1.1 5.28

C4 5 4 0.3 1.1 6.6

C5 4 4 0.3 1 4.8

C6 2 4 0.25 1.15 2.3

Tie Beam (TB) 2 2 4.22 0.3 5.06

3 2 2.98 0.3 5.36

1 2 2.39 0.3 1.43

8 2 3.59 0.3 17.23

1 2 2.32 0.3 1.39

1 2 2.09 0.3 1.25

1 2 1.86 0.3 1.12

1 2 2.57 0.3 1.54

3 2 1.77 0.3 3.19

1 2 4.6 0.3 5.52

7

Total 103.9 Sqm

(c) Columns, Pillars, Posts & Strut

(i)Square, Rectangular, polygonal in plan or any shape like

Tee/L etc. having plane vertical face

Column, C1 1 1 0.25 3.15 0.79

C2 2 2 0.25 3.4 3.4

2 2 0.3 3.4 4.08

1 4 0.25 2.45 2.45

C3 2 4 0.3 3.4 8.16

1 4 0.25 2.45 2.45

C4 5 4 0.3 3.4 20.4

1 4 0.25 2.45 2.45

C5 4 4 0.3 3.4 16.32

1 4 0.25 2.45 2.45

C6 2 2.6 4.9

Beam ( B1) 3 2 4.22 0.3 7.6

2 2 4.24 0.3 5.09

9 2 3.59 0.3 19.39

2 2 4.6 0.3 5.52

Beam (B2) 3 2 2.98 0.3 5.36

1 2 2.39 0.3 1.43

2 2 1.83 0.3 2.18

1 2 2.32 0.3 1.39

1 2 2.57 0.3 1.54

3 2 1.77 0.3 3.19

1 2 1.86 0.3 1.12

Staircase, Beam ( landing Support) 2 2 4.22 0.3 5.06

2 2 1.77 0.3 2.12

Landing 1 1.19 1.83 0

1 0.95 1.83 0

Flight 1 3.48 0.91 0

1 2.4 0.91 0

Riser 19 0.91 0.166 0

(2 x 22 x

0.15)/7

8

2 3.48 0.3 0

2 2.4 0.3 0

Beam Projection 20 2 0.3 2.7

Beam Ends 20 1 0.15 0.15 0.45

Lintel 6 2 3.59 0.15 6.46

2 2 4.22 0.15 2.53

1 2 2.98 0.15 0.89

1 2 2.39 0.15 0.72

1 2 5.71 0.15 1.71

2 2 1.67 0.15 1

1 2 3.62 0.15 1

3 2 1.77 0.15 1.59

1 2 2.09 0.15 0.63

1 2 1.86 0.15 0.56

2 2 4.24 0.15 2.54

2 2 1.82 0.15 1.09

Chajja 1 38.35 0.3 11.51

1 38.35 0.1 3.84

Column for Parapet Wall 14 4 0.15 0.92 7.73

Slab 1 7.12 8.92 63.51

1 2.65 3.89 10.31

1 3.89 5.04 19.61

1 3.86 3.74 14.44

1 5.2 3.7 19.24

1 5.65 3.11 17.57

Edge of Slab 1 47.63 0.1 4.76

1 9.93 0.1 0.99

2 5.65 0.1 1.13

2 3.11 0.1 0.62

Staircase Railing Post (0.15 X 0.15) 6 4 0.92 0.15 3.31

Deduct Staircase opening (-) 1 4.25 1.83 -7.78

Total 323.6 Sqm

(0.30+0.15)/2

9

Item No.

10/2.8

Supplying, fitting and fixing in position reinforcement bars

upto 1st floor level, conforming to relevant I.S Code for

R.C.C work/R.B. walling including straightening, cleaning,

cutting and bending to proper shapes and length as per

details, supplying and binding with 20 G annealed black

wire and placing in position with proper blocks, supports,

chairs, spacers etc. complete. ( Rates inclusive of all

wastage, lap page, hooks, chairs, anchorage etc. and no

measurements for the same is required)

(a)From Primary Sources like

TATA/SAIL/ESSAR/JINDAL/SHYAM/RINL

(i) TMT Corrosion resistant steel (CRS) reinforcement bar

16 mm

⦰

bar

Column, C1 1 4 5.1 20.4

C2 2 4 5.9 47.2

1 4 3.2 12.8

C3 2 4 6.1 48.8

1 4 3.2 12.8

C4 5 4 6.2 124

1 4 3.2 12.8

C5 4 4 6.3 100.8

1 4 3.2 12.8

C6 2 4 5.5 44

Roof Beam

Beam, B1 3 4 4.92 59.04

2 4 5.8 46.4

4 4 4.34 69.44

1 4 4.8 19.2

2 4 4.5 36

2 4 4.34 34.72

2 4 5.5 44

Cutt-Off Bars ( supports) 3 2 1.83 10.98

3 2 1.43 8.58

10

5 2 1.7 17

6 2 1.8 21.6

2 2 1.82 7.28

2 2 1.55 6.2

1 2 1.5 3

1 2 2.35 4.7

3 2 1.27 7.62

4 2 1.7 13.6

Cutt-Off Bars ( Mid Span) 3 2 2 12

4 2 1.65 13.2

2 2 2.16 8.64

5 2 1.45 14.5

2 2 2.3 9.2

Beam, B2 3 4 2.65 31.8

1 4 3.86 15.44

1 4 6.52 26.08

1 4 3.28 13.12

1 4 2.56 10.24

1 4 3.7 14.8

1 4 3.17 12.68

2 4 3.11 24.88

Cutt-Off Bars ( supports) 2 1 1.29 2.58

2 1 0.9 1.8

5 1 0.97 4.85

1 1 1.55 1.55

3 1 1.25 3.75

3 1 0.82 2.46

1 1 0.97 0.97

1 1 1.37 1.37

4 1 1.15 4.6

Cutt-Off Bars ( Mid Span) 3 1 0.75 2.25

3 1 1.34 4.02

11

1 1 0.94 0.94

1 1 1.11 1.11

1 1 1.03 1.03

1 1 1.06 1.06

2 1 1.1 2.2

Beam for Staircase Support 2 4 4.77 38.16

3 4 2.37 28.44

Cutt-Off Bars ( supports) 4 1 1.13 4.52

6 1 0.82 4.92

Cutt-Off Bars ( Mid Span) 2 1 1.97 3.94

3 1 0.75 2.25

1 4 8.05 32.2

1 4 10.72 42.88

1 4 11.96 47.84

1 4 6.75 27

1 4 3.07 12.28

1 4 6.26 25.04

1 4 10.14 40.56

1 4 4.16 16.64

2 4 5.13 41.04

1 4 4.19 16.76

1473.35 m

Sub-Total@ 1.58

kg/m2327.9 Kg

12 mm

⦰

bar

Column, C2 2 2 5.9 23.6

C3 2 2 6.1 24.4

C4 5 2 6.2 62

C5 4 2 6.3 50.4

Staircase, Flight 13 3.28 42.64

13 3.87 50.31

13 1.53 19.89

12

13 4.2 54.6

Landing 16 1.48 23.68

16 1.39 22.24

373.76 m

Sub-Total@ 0.89

kg/m332.65 Kg

10 mm

⦰

bar

Footing, F1 1 20 0.9 18

F2 2 22 1 44

F3 4 26 1.2 124.8

F4 5 28 1.4 196

F5 4 30 1.5 180

Main Reinforcement Bar

Slab (S1) 1 85 4.65 395.25

1 43 4.65 199.95

1 34 4.6 156.4

1 13 4.9 63.7

1 17 4.6 78.2

1 7 4.9 34.3

Extra 2 67 1.2 160.8

Slab (S2) 1 34 3.35 113.9

1 18 3.35 60.3

1 12 3.7 44.4

1 7 3.7 25.9

1 38 3.11 118.18

1 20 3.11 62.2

Slab (S3) 1 27 2.8 75.6

1 14 2.8 39.2

1 31 3.5 108.5

1 16 3.5 56

1 32 3.2 102.4

1 17 3.2 54.4

Extra 1 59 0.78 46.02

13

1 23 0.65 14.95

Secondary Reinforcement Bar

Slab (S1) 1 46 8.4 386.4

1 24 8.4 201.6

1 51 4.6 234.6

1 26 4.6 119.6

Extra 1 40 2.5 100

1 40 1 40

1 40 1.2 48

Slab (S2) 1 23 5.8 133.4

1 12 5.8 69.6

1 22 4.5 99

1 11 4.5 49.5

Lintel Beam 1 4 8.05 32.2

2 4 4.8 38.4

1 4 2.95 11.8

1 4 6.2 24.8

2 4 4.2 33.6

2 4 6.3 50.4

1 4 10.2 40.8

2 4 4.2 33.6

2 4 4.5 36

2 4 1.9 15.2

Staircase railing post 6 4 1.1 26.4

Parapet Wall Column 14 4 1.2 67.2

Chajja @ 150 mm both ways 1 319 0.45 143.55

1 3 47.63 142.89

4751.89 m

Sub- Total@ 0.617

kg/m2931.9 Kg

8 mm

⦰

bar

Stirrups for Columns, C1 1 45 0.84 37.8

C2 2 51 0.94 95.88

14

1 27 0.84 22.68

C3 2 50 1.04 104

1 27 0.84 22.68

C4 5 50 1.04 260

1 27 0.84 22.68

C5 4 51 1.04 212.16

1 27 0.84 22.68

C6 2 46 0.84 77.28

Roof Beam, B1 3 40 1.26 151.2

9 37 1.26 419.58

2 45 1.26 113.4

B2 3 21 1.26 79.38

3 31 1.26 117.18

1 26 1.26 32.76

1 21 1.26 26.46

1 28 1.26 35.28

1 25 1.26 31.5

Beam Projection 22 4 1.26 110.88

Staircase, Distribution bars 1 24 0.91 21.84

1 17 0.91 15.47

2 8 2.07 33.12

2 0 2.07 24.84

Staircase, Beam ( landing Support) 2 40 1.26 100.8

3 21 1.26 79.38

Secondary Reinforcement Bar

Slab (S3) 1 28 4 112

1 14 4 56

1 33 4.5 148.5

1 17 4.5 76.5

1 34 4.5 153

1 17 4.5 76.5

2893.41 m

15

Sub- Total@ 0.395

kg/m1142.9 Kg

6 mm

⦰

bar

Stirrups for Tie Beam @150 mm C/C 3 29 0.94 81.78

3 21 0.94 59.22

1 17 0.94 15.98

8 25 0.94 188

2 32 0.94 60.16

1 18 0.94 16.92

1 16 0.94 15.04

3 13 0.94 36.66

Stirrups for Lintel Beam @200 mm C/C 3 22 0.78 51.48

2 16 0.78 24.96

3 10 0.78 23.4

2 19 0.78 29.96

2 13 0.78 20.28

6 19 0.78 88.92

2 22 0.54 23.76

2 10 0.54 10.8

Stirrups for Parapet wall Column @150 mm C/C 14 7 0.56 54.88

Stirrups for Staircase railing post @150 mm C/C 6 7 0.6 25.2

827.08 m

Sub- Total@0.222

kg/m183.61 Kg

6919 Kg

Add 5 % Wastage and Lappages 345.95 Kg

7264.9 Kg

72.65 QntlG. Total of Reinforcement

16

Item No.

11/2.5

Providing and laying Concrete in reinforced cement

concrete works using concrete mixture machine with

coarse sand & 20mm down graded stone aggregate

including dewatering if necessary, and curing complete but

excluding cost of from work and reinforcement for

reinforced cement concrete work ( from work and

reinforcement will be measured and paid separately )

2.5.3

In Columns, pillars, posts, struts, suspended floor, roof,

landing, shelf and support, balcony, lintel, sill band , beam,

girder, bressumer, cantilever, staircase etc. above plinth

level upto 1st floor level. ( Without using admixture,

plasticiser)

(a) M15 or Prop. 1:2:4 ( for non-structural works)

Column, C1 1 0.25 0.25 3.15 0.2

C2 2 0.25 0.3 3.4 0.51

1 0.25 0.25 2.45 0.15

C3 2 0.3 0.3 3.4 0.61

1 0.25 0.25 2.45 0.15

C6 2 3.15 0.45

C4 5 0.3 0.3 3.4 1.53

1 0.25 0.25 2.45 0.15

C5 4 0.3 0.3 3.4 1.22

1 0.25 0.25 2.45 0.15

Beam (B1) 3 4.22 0.25 0.3 0.95

9 3.59 0.25 0.3 2.42

2 4.6 0.25 0.3 0.69

2 4.24 0.25 0.3 0.64

Beam (B2) 3 2.98 0.25 0.3 0.67

1 2.39 0.25 0.3 0.18

1 2.32 0.25 0.3 0.17

1 2.57 0.25 0.3 0.19

3 1.77 0.25 0.3 0.4

1 1.86 0.25 0.3 0.14

2 1.82 0.25 0.3 0.27

22/7(0.15)2

17

Beam Projection 28 0.3 0.47

Beam for Staircase landing Support 2 4.22 0.25 0.3 0.63

2 2.77 0.25 0.3 0.42

Staircase 1 1.19 1.83 0.1 0.22

1 0.95 1.83 0.1 0.17

1 3.48 0.91 0.11 0.35

1 2.4 0.91 0.11 0.24

17 0.91 0.39

3 1.77 0.25 0.3 0.4

Column for Parapet Wall 14 0.92 0.15 0.15 0.29

Chajja 1 38.35 0.3 0.075 0.86

1 38.35 0.43 0.075 1.24

Slab 1 7.12 8.92 0.1 6.35

1 2.65 3.89 0.1 1.03

1 3.89 5.04 0.1 1.96

1 3.86 3.74 0.1 1.44

1 5.2 3.7 0.1 1.92

1 5.65 3.11 0.1 1.76

Lintel 6 3.59 0.23 0.15 0.74

2 4.22 0.23 0.15 0.29

1 2.98 0.23 0.15 0.1

1 2.39 0.23 0.15 0.08

1 5.71 0.23 0.15 0.2

2 1.67 0.23 0.15 0.12

1 3.62 0.23 0.15 0.12

3 1.77 0.23 0.15 0.18

1 2.09 0.23 0.15 0.07

1 1.86 0.23 0.15 0.06

2 4.24 0.1 0.15 0.13

2 1.82 0.1 0.15 0.05

Staircase railing post 6 0.92 0.15 0.15 0.12

Deduct Staircase opening (-) 1 4.25 1.83 0.1 -0.78

{(0.25 X 0.30) +

(0.25 x 0.15)}/2

1/2(0.30 x 0.166)

18

Total 33.5 m3

Item No.

12/8.2

Providing wood work in frame ( chowkats) of doors,

windows, clerestory windows and other similar works

wrought, framed and fixed in position in contact with C.C or

brick masonry wall including supplying, fitting and fixing

with M.S. hold fast ( 40mm x 3mm x 250mm) as per design

embedded in cement concrete block in proportion 1:2:4

and with two coats of kiricide oiling to the timber faces in

contact with C.C and masonry as directed and specified

(b)1st Class Local timber (

Pooma/Hollok/Oak/Gamari/Diengrai and the like)

Chowkhats, Door ( D) 1 1.07 0.1 0.075 0.008

2 1 2.134 0.1 0.075 0.032

D1 4 0.92 0.1 0.075 0.028

4 2 2.134 0.1 0.075 0.128

Total 0.2 Cum

Item No.

13/8.19

Providing, fitting and fixing full panelled doors/windows

including oxidised M.S butt hinges (100mm x 75 mm x 3.55

mm) with necessary screws (other fittings to be measured

and paid separately)

(b)With 1st Class Local wood (

Pooma/Hollock/Oak/Gamari/Diengrai and the like)

(i) 40mm thick 1 1.07 2.134 2.28

Doors, D 4 0.92 2.134 7.85

Total 10.14 Sqm

Item No.

14/2.4

Plain cement concrete apron in prop 1:4:8 with 20mm

down graded coarse aggregate Over soling including neat

ement finish using cement slurry 2.75 Kg. of cement per

sq.m. of floor (soling to be measured separately)

(a) 35 mm thick proportion 1:4:8

Room, R.E. Room 1 3.66 3.66 13.4

Staircase Room 1 4.27 1.83 7.81

Store Room 1 4.27 3.66 15.63

Esst. Staff Room 1 3.05 3.22 9.82

19

Toilet 2 2.44 1.83 8.93

Verandah 1 3.05 5.59 17.05

Total 72.64 m2

Item No.

15/5.2

15mm thick cement plaster in single coat on rough side of

single or half brick wall for interior plastering up to 1st floor

level including arises, internal rounded angles, not

exceeding 80 mm girth and finished even and smooth

including curing complete as directed

(a) In cement mortar 1:3

For R.C.C Works

Column, C1 4 1 0.25 3.15 3.15

C2 2 2 0.25 3.4 3.4

2 2 0.3 3.4 4.08

4 0.25 2.45 2.45

C3 4 2 0.3 3.4 8.16

4 0.25 2.45 2.45

C4 4 5 0.3 3.4 20.4

4 0.25 2.45 2.45

C5 4 4 0.3 3.4 16.32

4 0.25 2.45 2.45

C6 22x22/7x0.

153.15 5.94

Beam ( B1) 2 3 4.22 0.3 7.6

2 9 3.59 0.3 19.39

2 2 4.6 0.3 5.52

2 2 4.24 0.3 5.09

Beam (B2) 2 3 2.98 0.3 5.36

2 1 2.39 0.3 1.43

2 1 2.32 0.3 1.39

2 1 2.57 0.3 1.54

2 3 1.77 0.3 3.19

2 2 1.86 0.3 2.23

2 2 1.82 0.3 2.18

20

Beam Projection 2 28 0.3 0.25 4.2

Beam for Staircase landing Support 2 2 4.22 0.3 5.06

2 2 2.77 0.3 3.32

Staircase 1 1.19 1.83 2.18

1 0.95 1.83 1.74

1 3.48 0.91 3.17

1 2.4 0.91 2.18

17 0.91 0.166 2.57

Column for Parapet Wall 2 3 1.77 0.3 3.19

Staircase railing post 4 14 0.92 0.15 7.73

Chajja 4 6 0.92 0.15 3.31

1 38.35 0.3 11.51

Slab 1 38.35 0.43 16.49

1 7.12 8.92 63.51

1 2.65 3.89 10.31

1 3.89 5.04 19.61

1 3.86 3.74 14.44

1 5.2 3.7 19.24

1 5.65 3.11 17.57

For Brick works

Walling 2 2 4.22 2.74 46.25

2 6 3.59 2.74 118.04

2 2 2.98 2.74 32.66

2 3 1.77 2.74 29.1

2 2 3.28 2.74 35.95

2 2 2.39 2.74 26.19

2 2 3.62 2.74 39.68

2 2 4.24 2.45 41.55

2 2 1.82 2.45 17.84

Parapet Wall 2 35.32 70.64

Deduct Opening (-)

Staircase opening 1 4.25 1.83 -7.78

21

Door, D 2 1 1.07 2.134 -4.57

D1 2 4 0.92 2.134 -15.71

D2 2 2 0.76 2.134 -6.49

Window, W 2 2 1.83 1.68 -12.3

W1 2 2 1.37 1.22 -6.69

W2 2 3 0.91 1.22 -6.66

Ventillators, V 2 2 1.83 0.457 -3.35

V1 2 2 1.37 0.457 -2.5

V2 2 3 0.91 0.457 -2.5

V3 2 2 0.91 0.4 -1.46

Total 725.39 Sqm

Item No.

16/4.6

Brick fogged wall with 1st class brick in cement mortar

including racking out joints and curing complete as directed

in super structure above plinth up to 1st floor level (

protruding M.S rod/Tor steel of column to be embedded in

cement mortar and will be measured and paid separately )

(a) Half Brick (~ 112 mm) thick 1st class brick fogged wall

(i) In proportion 1:3 (1 cement :3 sand)

Walling 2 4.24 2.45 20.78

2 1.82 2.45 8.92

Parapet Wall 1 8.92 0.92 8.21

1 2.07 0.92 1.9

1 2.65 0.92 2.44

2 3.89 0.92 7.16

1 1.22 0.92 1.12

1 5.04 0.92 4.64

1 7.63 0.92 7.02

1 5.18 0.92 4.77

Deduct, Column for Parapet wall 14 0.15 0.92 -1.93

Door, D1 1 0.92 2.134 -1.96

Window, W2 1 0.92 1.22 -1.12

Total 61.93 Sqm

22

Item No.

17/3.25

Providing Ceramic Tiles of Somany/ Orient/Nitco/Qutone

make or equivalent of approved quality, size, shape and

thickness not less than 8 mm on floors, skirting, treads and

risers of steps over cement mortar res 15 mm thick in prop

1:3 ( 1 cement : 3 coarse sand) including cutting where

necessary finished with flush pointing with fix-A Tile

Chockey/Sika/Pidilite/Rouf/White cement slurry mixed with

approved pigment to match the shade of tiles, complete at

all levels as specified and directed ( cement plastering to

be measured and paid separately )

3.25.1 Normal range ( sizes 300mm x 300mm and above) 1 3.66 3.66 13.4

(a) Regular 1 4.27 1.83 7.81

Room, R.E. Room 1 4.27 3.66 15.63

Staircase Room 1 3.05 3.22 9.82

Store Room 2 2.44 1.83 8.93

Esst. Staff Room 1 3.05 5.59 17.05

Toilet 4 4.25 0.2 3.4

Verandah 3 3.04 0.2 1.82

Skirting 4 3.65 0.2 2.92

1 5.7 0.2 1.14

1 1.97 0.2 0.39

2 1.83 0.2 0.73

Deduct Door Opening (-) 1 2 1.07 0.2 -0.43

D1 2 2 0.92 0.2 -0.74

1 1 0.92 0.2 -0.18

D2 2 1 0.76 0.2 -0.3

Total 81.4 m2

23

Item No.

18/3.26

Providing polished ceramic wall tiles of

somany/Orient/Nitco/ Qutono make or equivalent of

approved quality, size, shape and thickness not less than

8mm on walls and skirting over cement mortar bed 10mm

thick in prop 1:3 (1 cement : 3 coarse sand) including

cutting where necessary finished with flush pointing with

Fix-A-Tile ( Choksey / Sika / PIdilite / Rouf) or white

cement slurry mixed with approved pigment to match

shade of tiles complete at all levels as specified and

directed. (Cement plastering to be measured and paid

separately )

3.26.1 Executive range 1 ( sizes 200 mm x 300 mm and above)

(a) Regular range

Toilet 2 2 2.43 1.5 14.58

2 2 1.7 1.5 10.2

Deduct Door Opening (-), D2 2 1 0.76 0.2 -0.3

Total 24.48 m2

Item No.

19/10.3

Providing, fitting and fixing PVC door frame of Duroplast

make DPF-5060 make suitable for DPS-3720 made from

extruded PVC multi chamber hollow section having

dimensions of 50mm x60mm ( Tolerance + 1mm).

Horizontal and vertical sections shall be joined by steel

screws after inserting M.S. tubular rectangular galvanised

L-shaped brackets of size 100mm x 100mm or plastic

brackets of size 75mm x 75mm with metres cut at the

corners. Hinge side of the frame shall be reinforced with

M.S. Tubular section of size 40mm x 20 mm. The frame

will be fixed to the column/ stiffener / wall with the help of 3

nos. 75mm long and 4mm dia steel screws and

expandable fasteners on each side of the door frame

complete in all respects as specified and directed at all

levels.

Door, D2 2 0.76 1.52

4 2.134 8.54

Total 10.06 Rm

24

Item No.

20/10.4

Providing, fitting and fixing PVC door shutters of Duroplast

DPS-3720 make made from extruded PVC stiles and rails

made from rigid PVC multi cavity hollow chamber section

of size 90mm x37mm ( Tolerance + 1mm). The corners of

the stiles and rails shall be metres out and fixed to each

other with the help of solid plastic L-shaped brackets or

M.S. rectangular tubular galvanised two nos. of size

200mm x 100mm and 100mm at each corner by self

tapping steel screws.PVC multi cavity hollow section of

size 105mm x 37mm shall be fixed in the middle by

aluminium cleat and steel screws as lock rail. The section

frame shall then be filled with PVC panels of approved

colour of size 100mm x 20mm. Then two numbers of bright

steel rods of 6mm diameter shall be inserted horizontally

through stiles and panels with two numbers of check nuts

and washers all complete as specified and directed at all

level.

Door, D2 2 0.76 2.134 3.24

Total 3.24 Sqm

Item No.

21/9.1

Providing , fitting and fixing anodised aluminium windows

and ventilators of standard sections without horizontal

glazing bars joint mitred and welded ( manufactured to

relevant IS specification) fitted with 6mm x 3.15. mm lugs

100mm long embedded in CC blocks 150mm x 100 mm x

100mm in 1:3:6 mix including providing and fixing handles,

friction stays, joining cleat, bolting device, locking

arrangement , spring catch as required complete as

specified and directed for all levels. ( Glass panes

included, Cement concrete to be measured and paid

separately )

(a) Side hung and Top hung openable windows and ventilators

(i) 5mm clear glass

Window, W 2 1.83 1.68 6.15

W1 2 1.37 1.22 3.34

W2 2 0.92 1.22 2.24

Ventillator, V 2 1.83 0.457 1.67

V1 2 1.37 0.457 1.25

V2 2 0.92 0.457 1.26

V3 2 0.92 0.457 0.75

25

Total 16.67 Sqm

Item No.

22/19.2

Plinth protection by providing Brick flat laid in cement

mortar in prop 1:4 ( 1 cement : 4 coarse sand) with a layer

of 15mm thick cement plaster in prop 1:2 and finishing with

a floating coat of neat cement including necessary levelling

and preparing the sub grade complete as directed

Plinth Protection 1 8.93 0.91 8.13

1 2.07 0.91 1.88

1 2.67 0.91 2.43

1 3.89 0.91 3.54

1 2.13 0.91 1.94

1 5.05 0.91 4.6

1 5.68 0.91 5.17

1 1.79 0.91 1.63

1 2.82 0.91 2.57

1 4.76 0.91 4.33

1 2.4 0.91 3.09

1 6.2 0.91 5.64

Total 44.94 Sqm

Item No.

23/15.28

Applying one coat of cement primer of approved brand and

manufacture on new wall surface after thoroughly

grooming the surfaces free from mortar droppings and

other foreign matter and including preparing the surface

even and sand papered smooth

725.39

Total 725.39 Sqm

Item No.

24/15.40

Wall painting (two coats) with acrylic emulsion paint

approved brand and manufacture ( Asian paint/Berger

paint /ICL paint / J & M Paint/ Nerolac) on new surface to

give an even shade after thoroughly brushing the surface

free from mortar droppings and other foreign matter and

sand papered smooth.

725.39Quantity same as item No.

15/5.2

Quantity same as item No.

15/5.2

26

Total 725.39 Sqm

Item

25/15.61

Applying priming coat over new wood and wood based

surfaces over 100mm in girth/width after and including

preparing the surface by thoroughly cleaning oil, grease,

dirt and other foreign matter, sand papering and knotting.

(a) With ready mixed paint, Wood primer ( Pink/ white)

Chowkhats, Door, D 1 1.07 1.07

2 2.134 4.27

D1 4 0.92 3.68

4 2 2.134 17.07

26.09 Rm

6.52

Full Paneled Door 26.36

Total 32.89 Sqm

Item No.

26/15.63

Painting two coats ( excluding priming coat ) on new wood

and wood based surface with enamel paint of approved

brand and manufacture ( Asian paint / Berger paint /ICI

paint/J & N paint/ Nerolac) to give an even shade including

cleaning the surfaces of all dirt, dust and other foreign

matter sand papering and stopping.

(a) Surfaces over 100 mm in width or girth.

(i)General purpose ( Asian paint / Berger paint / ICI paint / J

& N paint/ Nerolac)32.89

Total 32.89 Sqm

Item

27/12.3

Supplying, fitting, fixing brass fittings of approved make,

reasonably smooth, free from sharp edges and corners,

flaws and other defects and with counter sunk holes for

screws including necessary C.P. brass screws etc.

complete (bright natural matt & satin finished)

(a) Sliding Door Bolt

(i) 300mm x 16 mm 4 4 Nos

(b) Tower Bolt

(ii) 250mm x 10mm 11 11 Nos

(c) Door Handle

Quantity same as item

No.25/15.61

Quantity at item No. 13/8.19 x 2.6

26.09 x 0.25

27

(iii) 150mm 12 12 Nos

(n) Mortice Locks vertical type

(ii) 75 mm 5 5 Nos

Item

28/19.4

Providing CC/Brick/Stone Open Surface Drain with 15mm

thick cement plastering in prop 1:3 finished with a floating

coat of cement slurry as directed with necessary shuttering

for sides and earth work in excavation of foundation

trenches and refilling the sides after completion of work

etc. as specified.

(a)With cement concrete ( 1:3:6) having 100mm thick sides

and 100mm thick bed laid over brick flat soling

(i) 300 mm wide and average 150 mm deep 1 53.03 53.03 Rm

Item

29/34.2

Providing fitting and fixing vitreous china pedestal type

water closet ( European type W.C pan 400mm high )with

seat and lead, CP brass hinges and rubber buffers, CI/MS

brackets, 40 mm dia flush band with fitting including

painting of fittings and brackets, required. ( Flushing

Cistern to be separately)

(a) White

(ii) Medium 2 2 Nos

Total 2 Nos

Item

30/34.7

Supplying, fitting and fixing automatic flushing cistern with

all internal fittings with CI brackets including fitting and

fixing standard size CP flush pipe, union clamps etc.

complete as directed and specified (pipes will be measured

separately)

(b) Medium 2 2 Nos

Total 2 Nos

Item

31/34.13

Providing vitreous China wash basin with CI/MS brackets,

C.P brass chain with plug, PVC waste pipe including

painting of fittings and brackets, cutting and making good

the walls wherever required. ( Pillar cock, stop cocks,

waste coupling are to be paid separately)

34.13.1 BASIN ( PEDESTAL TYPE)

(a) White

(i) Normal 2 2

28

Total 2 Nos

Item

32/34.36

Supplying, fitting and fixing PVC pipes/ bends/ Junctions

etc. of Supreme/Price or other ISI approved make,

including joining, fitting and fixing with clamps etc. as

necessary complete at all levels including below G.L as

directed and specified.

34.26.1 PVC pipes of 6 Kg/cm2 as directed and specified

(b) 110mm dia. 30 Rm

17 Nos

34.36.8 PVC single “Y” with door as directed and specified

(i) 110mm dia. 2 2 Nos

Item

33/34.18

Providing fitting and fixing mirror with plastic frame of size

500 x 400 mm complete as directed and specified

2 2

Total 2 Nos

Item

34/36.1

Supplying fitting and fixing G.I Pipes (

TATA/SAIL/NEZONE and their equivalent) with all

necessary „R‟ brand or similar approved G.I. Fitting such as

bend, tee, elbow, reducer, nipple, plug, long screw fitting,

H.W. clamps etc complete at all levels including below G.L.

as directed and specified

(a) Exposed on wall

(v) 20 mm dia 1 40 40

Total 40 Rm

Item

35/34.21

providing, fitting and fixing recessed soap tray/ soap dish

complete as directed and specified

(b) Wall Soap tray 2 2

Total 2 Nos

Item

36/34.30

Providing, fitting and fixing Chrome Plated TOILET PAPER

holder complete as directed and specified

(a) Normal 2 2

Total 2 Nos

18 + 12 = 30 Rm

1.8

29

Item

37/36.7

Supplying fitting and fixing C.P bib cock 15mm dia of

approved brand directed and specified ( G.I & C.P pipes

will be measured separately)

(a) Bib cock short body 2 2

Total 2 Nos

Item

38/14.2

Providing, fitting and fixing M.S grill of required pattern for

windows/ clerestory windows/opening/railing with M.S flats

at required spacing in frame all round, square or round M.S

bars with round headed bolts and nuts or screws.

(b) Ornamental grill

(iii) Fixed to Brickwork/P.C.C/R.C.C

Railing 1 2.34 0.92 2.15

Staircase Railing 2 3.48 0.92 6.4

8.56 M2

Total 128.34 Kg

30