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 w ork Unit Quantity Rate (Rs.) Amount (Rs)

1.

Earthwork in excav ation upto a depth of 2m below

the existing ground lev el f or f oundation trenches of

f oundation, f ooting of column/walls, retaining walls,

septic tank etc. including bailing out water where

necessary and remov al of surplus earth with all

lead and lif ts as directed and specif ied f or the

f ollowing classif ication of soils.

(a) In ordinary soil m3 91.43

2.

Plain cement concrete works with coarse aggregate

of sizes 13mm to 32mm in f oundation bed f or

f ooting steps, walls, brick works etc. as directed

and specif ied 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 v olume (using mixture machine)m3 7.18

3.

Prov iding brick soiling in f oundation and under the

f loor with stone/ best quality picked jhama brick,

sand packed and laid lev el and in panel af ter

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 f illing including necessary carriage,

watering, ramming etc. complete as directed and

specif ied.

Earth/Sand f illing in plinth in lay ers not exceeding

150mm thick

With av ailable excav ated earth including breaking

of clods, consolidating each lay er by ramming and

watering with all lead and lif ts.

Cum 14.53

5.

Stone masonry work in retaining wall, wing wall,

abutment, f oundation, steps, plinth etc. in cement

mortar in prop 1:6 with lev elling course of 1:6:12

with unsize stone/ Mawthup both f aces hammer

dressed including bonding, prov iding f ace stone,

through stone and centering including racking of

joints, curing and supply ing and all carriage of

stone as directed

Random Rubble Masonry

In Sub-structure upto Plinth Lev el m3 17.78

6.

Plain cement concrete works with coarse aggregate

of sizes 13mm to 32mm in f oundation bed f or

f ooting steps, walls, brick works etc. as directed

and specif ied 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 v olume ( 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 abov e plinth lev el upto 1st f loor

lev el including dewatering if necessary as directed.

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

8.

Prov iding and lay ing Concrete in Reinf orced

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 f orm

work and reinf orcement f or reinf orced cement

concrete work (f orm work and reinf orcement will

be measured)

In Foundation and sub-structure including f ooting,

columns with base, tie and plinth beam, pile cap,

raf t 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

Lev el. ( Without using admixture, plasticiser)

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

9.

Prov iding f rom work of ordinary timber planking of

thickness not less than 25mm and remov al of the

same f or concrete members so as to giv e a rough

f inish including centering, shuttering, strutting and

propping etc., f or height of propping and centering

of supporting f loor to the sof f it of the concrete

member not exceeding 4.0M as specif ied f or the

f ollowing items:

Foundation, f ootings, bases of columns, pile cap,

raf t and mass concrete works etc.Sqm 103.90

Columns, Pillars, Posts & Strut

Square, Rectangural, Poly gonal in plan or any

shape like Tee/L etc. hav ing plane v ertical f ace.Sqm 323.60

10.

Supply ing, f itting and f ixing in position

reinf orcement bars upto 1st f loor lev el, conf orming

to relev ant I.S. Code f or R.C.C work/ R.B. walling

including straightening, cleaning, cutting and

bending to proper shapes and length as per details,

supply ing and binding with 20G annealed black wire

and placing in position with proper blocks, supports,

chairs, spacers etc. complete. ( Rates inclusiv e of

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

and no measurements f or the same is required)

From Primary Sources like

TATA/SAIL/ESSAR/JINDAL/SHYAM/RINL

TMT Corrosion resistant steel ( CRS) reinf orcement

barQntl 72.65

11.

Prov iding and lay ing Concrete in Reinf orced

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 f orm

work and reinf orcement f or reinf orced cement

concrete work (f orm work and reinf orcement will be

measured and paid separately )

In Columns, pillars, posts, struts, suspended f loor,

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

band, beam, girder, bressumer, cantilev er,

staircase etc. abov e plinth lev el upto 1st f loor

lev el. ( Without using admixture, plasticiser)

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

12.

Prov iding wood work in f rame ( chowkats) of doors,

windows, clerestory windows and other similar

works wrought, f ramed and f ixed in position in

contact with C.C or brick masonry wall including

supply ing, f itting and f ixing with M.S. hold f ast (

40mmx3mmx250mm) as per design embedded in

cement concrete block in proportion 1:2:4 and with

two coats of kiricide oiling to the timber f aces in

contact with C.C and masonry as directed and

specif ied

1st Class Local timber

(Pooma/Hollock/Oak/Gamari/Diengrai and the like)Cum 0.20

13.

Prov iding, f itting and f ixing f ull panelled doors/

windows including oxidised M.S butt hinges

(100mm x 75mm x 3.55 mm) with necessary

screws ( other f ittings 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 Ov er soling

including neat ement f inish using cement slurry

2.75 kg. Of cement per sq.m. of f loor ( 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 f or interior

plastering up to 1st f loor lev el including arises,

internal rounded angles, not exceeding 80mm girth

and f inished ev en and smooth including curing

complete as directed.

In cement mortar 1:3 Sqm 725.39

16.

Brick nogged wall with 1st class brick in cement

mortar including racking out joints and curing

complete as directed in super structure abov e

plinth up to 1st f loor lev el ( 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.

Prov iding Ceramic Tiles of Somany / Orient/

Nitco/Qutone make or equiv alent of approv ed

quality , size, shape and thickness not less than 8

mm on f loors, skirting, treads and risers of steps

ov er cement mortar bed 15 mm thick in prop. 1:3 (

1 cement: 3 coarse sand) including cutting where

necessary f inished with f lush pointing with f ix-A

Tile Choksey /Sika/Pidilite/Rouf /White cement

slurry mixed with approv ed pigment to match the

shade of tiles, complete at all lev els as specif ied

and directed ( cement plastering to be measured

and paid separately )

Normal range ( sizes 300 mm x 300mm and abov e)

Regular Sqm 81.40

18.

Prov iding polished ceramic wall tiles of

Somany /Orient/Niteo/Qutone make or equiv alent

of approv ed quality , size, shape and thickness not

less than 8mm on walls and skirting ov er cement

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

coarse sand ) including cutting where necessary

f inished with f lush pointing with Fix-A-Tile (

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

mixed with approv ed pigment to match shade of

tiles complete at all lev els as specif ied and

directed. ( Cement plastering to be measured and

paid separately ).

Executiv e range- 1 ( Sizes 200 mm x 300mm and

abov e)

Regular range Sqm 24.48

19.

Prov iding f itting and f ixing PVC door f rame of

Duroplast make DPF-5060 make suitable f or DPS-

3720 made f rom extruded PVC multi chamber

hollow section hav ing dimensions of 50mm x

60mm ( Tolerance + 1mm). Horizontal and v ertical

sections shall be joined by steel screws af ter

inserting M.S. tubular rectangular galv anised 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 f rame shall be

reinf orced with M.S. Tubular section of size 40mm

x 20mm. The f rame will be f ixed to the

column/stif f ener/ wall with the help of 3 nos. 75mm

long and 4mm dia steel screws and expandable

f asteners on each side of the door f rame complete

in all respects as specif ied and directed at all

lev els.

Rm 10.06

20.

Prov iding, f itting and f ixing PVC Door shutters of

Duroplast DPS 3720 make made f rom extruded

PVC stiles and rails made f rom rigid PVC multi

cav ity hollow chamber section of size 90mm x

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

stiles and rails shall be metred out and f ixed to

each other with the help of solid plastic L-shaped

brackets or M.S rectangular tubular galv anised two

not. Of size 200mm x 100mm and 100mm x

100mm at each corner by self tapping steel

screws. PVC multi cav ity hollow section of size

105 mm x 37mm shall be f ixed in the middle by

aluminium cleat and steel screws as lock rail. The

section f rame shall then be f illed with PVC panels

of approv ed 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 specif ied and directed at

all lev els. ( Door f ixtures and f ittings to be

measured and pid separately )

Sqm 3.24

21.

Prov iding f itting and f ixing anodised aluminium

windows and v entilators of standard sections

without horizontal glazing bars joints mitred and

welded ( manuf actured to relev ant IS

specif ications) f itted with 6mm x 3.15 mm lugs

100mm long embedded in CC blocks 150mm x

100mm x 100mm in 1:3:6 mix including prov iding

and f ixing handles, f rictions stay s, joining cleat,

bolting dev ices, locking arrangement, spring catch

as required complete as specif ied and directed f or

all lev els. ( Glass panes included, Cement

concrete to be measured and paid separately )

Side hung and Top hung penal windows and

v entilators

5 mm clear glass Sqm 16.67

22.

Plinth protection by prov iding Brick f lat laid in

cement mortar I prop 1:4 ( 1 cement : 4 coarse

sand) with a lay er of 15mm thick cement plaster in

prop 1:2 and f inishing with a f loating coat of neat

cement including necessary lev elling and preparing

the sub grade complete as directed

Sqm 44.94

23.

Apply ing one coat of cement primer of approv ed

brand and manuf acture on new wall surf ace af ter

thoroughly brooming the surf ace f ree f rom mortar

droppings and other f oreign matter and including

preparing the surf ace ev en and sand papared

smooth.

Sqm 725.39

24.

Wall painting (two coats ) with acry lic emulsion

paint approv ed brand and manuf acture ( Asian

paint/ Berger paint/ICI paint/ J & N paint/ Nerolac)

on new surf ace to giv e an ev en shade af ter

thoroughly brushing the surf ace f ree f rom mortar

droppings and other f oreign matter and sand

papered smooth.

Sqm 725.39

25.

Apply ing priming coat ov er new wood and wood

based surf aces ov er 100mm in girth/width af ter

and including preparing the surf ace by thoroughly

cleaning oil, grease, dirt and other f oreign matter,

sand papering and knotting.

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

26.

Painting two coats ( excluding priming coat ) on

new wood and wood based surf ace with enamel

paint of approv ed brand and manuf acture ( Asian

paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac)

to giv e an ev en shade including cleaning the

surf ace of all dirt, dust and other f oreign matter

sand papering and stopping.

Surf ace ov er 100mm in width or girth

General purpose ( Asian paint/ Berger paint/ ICI

paint/ J & N paint/ Nerolac)Sqm 32.89

27.

Supply ing, f itting, f ixing brass f ittings of approv ed

make, reasonably smooth, f ree f rom sharp edges

and conners, f laws and other def ects and with

counter sunk holes f or screws including necessary

C.P. brass screws etc. complete ( bright natural

matt & satin f inished

Sliding Door Bolt

300mm x 16mm Each 4

Tower Bolt

250mm x 10mm Each 11

Door Handle

150mm Each 12

Mortice Locks v ertical ty pe

75mm Each 5

28.

Prov iding CC/Brick/Stone Open Surf ace Drain with

15mm thick cement plastering in prop. 1:3 f inished

with a f loating coat of cement slurry as directed

with necessary shuttering f or sides and earth work

in excav ation of f oundation trenches and ref illing

the sides af ter completion of work etc. as

specif ied.With cement concrete (1:3:6) hav ing 100mm thick

sides and 100mm thick bed laid ov er brick f lat

soling

300mm wide and av erage 150 mm deep Rm 53.03

29.

Prov iding f itting and f ixing v itreous china pedestal

ty pe water closet ( European ty pe W.C pan

400mm high) with seat and lead, CP brass hinges

and rubber buf f ers, CI/MS brackets, 40mm dia

f lush band with f ittings including painting of f ittings

and brackets, required. ( Flushing Cistern to be

paid separately )

White

Medium Each 2

30.

Supply ing, f itting and f ixing automatic f lushing

cistern with all internal f itting with CI brackets

including f itting and f ixing standard size CP f lush

pipe, union clamps etc. complete as directed and

specif ied ( pipes will be measured separately )

Medium Each 2

31.

Prov iding v itreous china wash basin with CI/MS

brackets, C.P brass chain with plug, PVC waste

pipe including painting of f ittings and brackets,

cutting and making good the walls wherev er

required. ( Pillar coach, stop cock, waste coupling

are to be paid separately )

Basin (Pedestal Ty pe)

White

Normal Each 2

32.

Supply ing,f itting and f ixing PVC pipes/bends/

Junctions etc. of Supreme/Prince or other ISI

approv ed make, including joining, f itting and f ixing

with clamps etc. as necessary complete at all

lev els including below G.L as directed and

specif ied.

PVC pipes of 6Kg/cm2 as directed and specif ied

110mm dia. Each 17

PVC single ‘Y ’ with door as directed and specif ied

110mm dia. Each 2

33.

Prov iding f itting and f ixing Mirror with plastic f rame

of size 500 x 400mm complete as directed and

specif ied.

Each 2

34.

Supply ing f itting and f ixing G.I Pipes

(TATA/SAIL/NEZONE and their equiv alent) with all

necessary ‘R’ brand or similar approv ed G.I .

Fitting such as bend, tee, elbow, reducer, nipple,

plug, long screw f itting, H.W. clamps etc. complete

at all lev els including below G.L as directed and

specif ied

Exposed on wall

20 mm dia Rm 40.00

35.Prov iding, f itting and f ixing recessed soap

tray /soap dish complete as directed and specif ied.

Wall Soap tray Each 2

36.Prov iding, f itting and f ixing Chrome Plated TOILET

PAPER holder complete as directed and specif ied.

Normal Each 2

37.

Supply ing f itting and f ixing C.P bib cock 15mm dia

of approv ed brand directed and specif ied ( G.I &

C.P pipes will be measured separately )

Bib cock short body Each 2

38.

Prov iding, f itting and f ixing M.S grill of required

pattern f or windows/ clerestory

windows/opening/railing with M.S f lats at required

spacing in f rame 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

TOTAL

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

2

Sl.

No.

Description of work Length

(m)

Breadth

(m)

Height

(m)

Quan

-tity

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)

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

@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

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

and nuts and other fittings as directed and specified

In 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

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

3

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

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

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

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

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 )

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

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

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 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

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

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

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

SUBSTATION, MePTCL, BYRNIHAT

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

(2 x 22 x 0.15)/7

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

(0.30+0.15)/2

4

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

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/m2327.89 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

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

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/m2931.92 Kg

8 mm ⦰ bar

Stirrups for Columns, C1 1 45 0.84 37.8

C2 2 51 0.94 95.88

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

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

6918.96 Kg

Add 5 % Wastage and Lappages 345.95 Kg

7264.91 Kg

72.65 Qntl

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

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

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

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

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

G. Total of Reinforcement

22/7(0.15)2

{(0.25 X 0.30) +

(0.25 x 0.15)}/2

1/2(0.30 x 0.166)

5

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

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

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

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 )

3.26.1Executive 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

Door, D2 2 0.76 1.52

4 2.134 8.54

Total 10.06 Rm

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

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

(a)Side hung and Top hung openable windows and

ventilators

(i) 5mm clear glass

W indow, W 2 1.83 1.68 6.15

W 1 2 1.37 1.22 3.34

W 2 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

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.

725.39

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

(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

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

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

18 + 12 = 30 Rm

Quantity same as item No.

15/5.2

Quantity same as item No.25/15.61

Quantity same as item No.

15/5.2

1.8

Quantity at item No. 13/8.19 x 2.6

26.09 x 0.25

6