administrative building porla

7/31/2019 Administrative Building Porla

1/244

1 Length of Road = 330.00 Mt

2 Land Development= 5000.00 Sqm3 Length of CC Drain along road = 100.00 mt

4 Dhapa drain Nos 2.00 No

5 Length of wall compound = 400.00 mt

TOTAL Amount =179.00

Add 20 %Naxal Area 20%

S.N. MATERIAL LEADS QUARRY

1 CEMENT -- 15.50 Gadchiroli Market2 STEEL -- 15.50 Gadchiroli Market

3 SAND -- 13.50 Kathani River in Km 195/200 on SH 275 & 0.50 Km Ghat A 195.2

4 CR. METAL -- 139.00 Nandori Quarry in Km 49/400 on JWCRA Road 87.3

5 80MM METAL -- 9.00 Kitali Quarry in Km 213/800 on SH 275 213.8

6 MURUM -- 9.00 Kitali Quarry in Km 213/800 on SH 275

7 RUBBLE -- 9.00 Kitali Quarry in Km 213/800 on SH 275 213.8

8 BRICKS -- 21.50 Madia Tu.

9 Flooring stone -- 15.50 Gadchiroli Market

10 TILES CEMENT -- 15.50 Gadchiroli Market

11 TILES GLAZED -- 15.50 Gadchiroli Market

12 RCC pipe -- 25.50 Shivani factory 192.3

13 Bitumen W Sie -- 1010.50

14 Bitumen Mix -- 10.50

SUB DIVISION -- 87.3

DIVISION --

MATERIAL OLD RATE NEW RATE Diffn

CEMENT -- 130.00 180.00 50.00STEEL -- 26000.00 26000.00 0.00

Bitumen 5239.1 15-Aug

DATA SHEET

Sub Divisional Engineer

NAME OF WORK :- CONSTRUCTION OF ADMINISTRATIVE COMPLEX

DIST -GADCHIROLI

AT PORLA REVENUE CIRCLE IN TALUKA GADCHIROLI AND

17758240.00

Public Works Dn. No.1,

Gadchiroli

Executive Engineer

Public Works Sub Division No 1

Gadchiroli


2/244

90.5 -82.6 3 1 11.9

-192.3 1.00 90.5 -82.6 3 1 15.8

-49.5 2.2 90.5 3 1 134.5

-192.3 1 90.5 -82.6 3 1 34.4

1 90.5 -87.2 3 1 8.3

-192.3 82.6 -79.4 0.5 1 26.2

87.2 -79.4 0.5 1 9.3

-182.7 90.5 -82.6 3 1 21.5

-49.5 2.2 82.6 197.6 -192.3 127.9


3/244

DHANORA

90/500

MADY TUKUM MURUM

QUARRY & 87/200

BRICKS

BHATTI

218/700

213/800

197/600

195/200

192/300

188/950

ARMORI

82/600

1.00 KM OFF HOT MIX207/00 PL NT

PORLA VILLAGE GOGAON

(REVENUE)

79/400

POLICE MEDICAL

COMPLEX COMPLEX

72/00

0/00

JWCRA ROAD

CHANDRAPUR

JAM 2.00 KM

GHUGUS

0/00

49/400

NANDORI

C.B.METAL

QUARRY

WAINGANGA RIVER

87/30

QUARR

186/700

KATHANIRIVER

S.H.269

KITADIMETALQUARRY

DONGARGAON

C.B.METALQUARRY

INDIRAGANDHISQ

NANDORIC.B.METAL

QUARRY

`


4/244

Bamani Village DHANORA

3/00 0/00

1.00 km off to road 100/500

Murum

MADY TUKUM MURUM Bricks 87/200

218/700

213/800

207/00

197/600

195/200

192/300

188/950

ARMORI

82/600

1.00 KM OFF . m o HOT MIXPLANT

GOGAON

(REVENUE)

79/400

POLICE MEDICAL

COMPLEX COMPLEX

72/00

0/00

JWCRA ROADCHANDRAPUR

JAM 2.00 KM

GHUGUS

QUARRY - C

49/400

0/00

S.H.269

186/700

NANDORI

C.B.METAL

QUARRY

KATHANIRIV

ER

WAINGANGA RIVER

88/00

KITADIMETALQUARRY

DONGARGAONC.B.METAL

QUARRY

INDIRAGANDHISQ

NANDORIC.B.METALQUARRY

`

Propos

e sitePORLA


5/244


6/244

ESTIMATED COST -Rs. 17758240.00

PUBLIC WORKS DIVISION NO.1, GADCHIROLI

PUBLIC WORKS SUB DIVISION NO 1, GADCHIROLI

lR;eso t;rs

GOVERNMENT OF MAHARASHTRA

PUBLIC WORKS DEPARTMENT

DETAILED ESTIMATE FOR

CONSTRUCTION OF ADMINISTRATIVE COMPLEX

AT PORLA REVENUE CIRCLE IN TALUKA-

GADCHIROLI AND DIST -GADCHIROLI

113820780.xls.ms_office


7/244

SR

NO FROM TO

1 FACE SHEET 1 1

2 GENERAL REPORT 2 4

3 GENERAL ABSTRACT 5 5

4 ABSTRACT Main Building 6 24

5 MEASUREMENTS Main Building 25 54

6 RATE ANALYSIS Main Building 55 78

7 ABSTRACT Internal Road 79 81

8 MEASUREMENTS Internal Road 82 85

9 RATE ANALYSIS Internal Road 86 91

10 ABSTRACT Sump well and Pump House 92 97

11 MEASUREMENTS Sump well and Pump House 98 102

12 RATE ANALYSIS Sump well and Pump House 103 109

13 ABSTRACT Compound Wall 110 114

14 MEASUREMENTS Compound Wall 115 118

15 RATE ANALYSIS Compound Wall 119 123

16 ABSTRACT Cycle Stand 124 128

17 MEASUREMENTS Cycle Stand 129 131

18 RATE ANALYSIS Cycle Stand 132 135

19 ABSTRACT Bore Well 136 136

20 MEASUREMENTS Bore Well 137 137

21 RATE ANALYSIS Bore Well 138 138

22 LEAD STATEMENTS 139 140

23 QUARRY CHART 141 141

24 SCHEDULE OF COLUMNS AND BEAMS 142 142

25 DRAWINGS 142 148

26 TALUKA MAP 143 149

INDEX

PARTICULARS PAGES


DIST -GADCHIROLI



8/244

Circle - Public Works Circle, Gadchiroli

Division. - Public Works Dn. No. 1, Gadchiroli

Sanctioned Estimate No. -

Fund Head. -

Major Head. -

Minor Head. -

Service Head. -

Department. -

Estimate Framed in the office of the Executive Engineer,

Public Works Dn. No1, Gadchiroli of the probable expences that will be

incurred on construction of



DIST -GADCHIROLI

Estimated Cost Rs. 177.58 Lakh

Administratively approved under -

No. Date

Technically sanctioned under -

No. Date

Estimate prepared by - Shri. , A.E.-2

Estimate checked by -

Sub Divisional Engineer Executive Engineer

Public Works Sub Division No 1 Public Works Dn. No.1,

Gadchiroli Gadchiroli

Seperately attached.

E S T I M A T E

GENERAL DESCRIPTION


9/244

1 Name of Work :- CONSTRUCTION OF ADMINISTRATIVE COMPLEX

AT PORLA REVENUE CIRCLE IN TALUKA GADCHIROLI

DIST -GADCHIROLI

2 Estimated Cost :- ` 177.58 Lakhs

3 Authority :-

4 Necessity :-

5 Scope of Work :- 1)Construction of Administrative Building

2) Construction of Internal Road - 330.00

3) Construction of wall Compound - 400.00

4) Construction of septik tank and Sump well 200

6 Provisions :- Following provisions are made in this Estimate.(As per Type Drawing No. - GCR - 170

i) Structure :-

ii) Foundation :-

iii) Plinth :-

iv) Brick Masonary :-

v) Flooring :-

All outer wall shall be 23 cm thick second class Bbma

2nd class brunt Bricks in cm 1:6 in Foundation and

superstructure and Half Brick wall in 1:4 for partitio

proposed.Mirror Polished kota stone flooring for rooms an

Ceramic tiles flooring are proposed for WC and Tiolet bl

The depth of Foundation is is consider 2.10 m bel

Ground level .Plinth level is proposed to be 0.75 M ab

ground level for the buildings.

Plinth level is proposed to be 0.75 M above general grou

the buildings.

GENERAL REPORT

Work is approved as per Govt. Resolution P.W.D. No.C.R-152, Bdg-3 dated 08/03/2010 Page no. 75

1,79,00,000/- and B.P. Rs. 65,21,750/-

For effective administration at revenue circle level, th

of administrative complex along with residential q

the employee of various offices ,so that the villeg

there certificate & Documents at village level &

/Guidance /Aid from offices of Govt. /Semi Government

Revenue, Forest, Health, Water Supply, Agriculture, Zil

electricity, Police also get Central Govt. facility like

Banking, Post office, Railway reservation etc.Hence Govt of Maharashtra has decided to

Adminitrative Complex and 16 Type II residential qua

Revenue Circle Head Quarter. And same is adm

approved as mentioned in Authority.

Administrative Building structure shall be of RCC fram

in cement concrete grade M-20 including footings, colu

and lintels, slab and landings, chajja, canopy etc. Pli

proposed to be 0.75m above general ground lev

buildings.



10/244

vi) Plaster :-

vii) Painting :-

viii) Doors & Window :-

ix) Water proofing :-

x) Water supply :-

xi) Sanitory :-

xii) Plinth Protection :-

xiii) Antitermite treat. :-

xiv) Internal Road :-

1

2

3

xv) External water

supply Arrangement-

1

2

xvi) Land :-

17) Quarries :- CEMENT -- Gadchiroli MarketSTEEL -- Gadchiroli Market

SAND --

CR. METAL -- Nandori Quarry in Km 49/400 on J

80MM METAL -- Kitali Quarry in Km 213/800 on S

MURUM --

RUBBLE -- Kitali Quarry in Km 213/800 on S

Consrtuction of sumpwell of sufficient capacity along

house.

Land is in possesion of Revenue dept which is hand o

Department for Construction purpose only.

Kitali Quarry in Km 213/800 on SH

Kathani River in Km 195/200 on S0.50 Km Ghat App. Rd

Antitermite treatment- For sides of foundations, plinth filli

outer peripheri of building.

Internal Road shall be 3.00 m wide with following provisi

Earthwork about 20 cm depth including 15 cm thi

blanketting.

80 mm metal Layer 15 cm & 40 mm Layer 10 cm compa

Black topping with one coat of 75 mm thick BBM, Opremix carpet and Liquid seal coat for entire road and c

is 3.00 m width.

Construction of 300 mm dia bore well

Doors - Doors are with solid core flush door shutters &

frame & for toilet sintex doors are proposed.

Windows and Ventilators-M.S.steel windows and ventil

type drawing.

Polymer based water proofing to terrace to terrace slab

Syntex Tanksfor each Building and GI. Water supply p

necessary Taps and wheel valves etc are proposed.

Orisa type W.C.pan, stoneware gulley trap, CI / PVC N

Inspection chamber, Septic tank of required size as pare proposed. (Size - 6.00 x 2.00m x 2.00m), soak pit,

waste/Vent Pipe and UPVC rain water pipe etc. are prop

Plinth protection and catch water drain in cc M-15 for sa

disposal are proposed.

Dado and skirting - with Ceramic tiles are proposed.

Outer-Sand faced plaster, Inner-12mm and 20 mm th

plaster with niroo finish.

Ceilings -6 mm thick cement plaster with niroo finish.

Exterior emulsion water based water proof cemen

external surface and washable Acrylic emulsion paint



11/244

BRICKS --

Flooring stone -- Gadchiroli Market

TILES CEMENT -- Gadchiroli Market

TILES GLAZED -- Gadchiroli Market

7 Rates and :-

Specification

:-

Sub Divisional Engineer Executive Eng

Public Works Sub Division No 1 Public Works D

Gadchiroli Gadchiroli

The estimate has been prepared on the basis ofCurre

the Year 2010-2011 w.e.f. Dated 01- 07-2010

Under "Special plan for Naxal prone Gadchiroli distt" 20

in rates w.e.f. Dated 1/2/2010 vide S.E. P.W.Circle, N

no. 629/Tech/DSR 2009-10/2010 Dated 28/1/2010

The work will be executed as per the standard specificat

Public Works Department as well as the M

Specifications for Roads and Bridges, in force. The

executed as per the instructions of Engineer-in-charge.

Madia Tu.



12/244

ND

M.

M.

Persons

onary with

plinth and

walls are

passage

ck

ow the av

ve general

nd level for

Bdg 2910For Rs.

re is need

arters for

rs will get

information

Deptt. like

laparishad,

elephone,

Construct

rters at 40

inistratively

d structure

ns, beams

th level is

l for the



13/244

CRA Road

H 275

H 275

with pump

er to P.W.

275

275 &

ing, and for

ons

ck murum

cted thick.

en gradedrriage-way

.C.C. door

tors as per

ipeline with

hani Trap,

er I.S.codeUPVC soil

osed.

itory water

ick cement

paint for

for inside



14/244

ineer

. No.1,

t CSR. for

% increase

gpur, letter

ions, of the

.O.R.T.&H.

ork will be



15/244

1 Cost as per Building Proper Rs. 11529835.00

2 Cost of Internal Road Rs. 1944200.00

3 Cost of Sump Well , Septik Tank and Pump House Rs. 426196.00

4 Cost of Compound Wall Rs. 2078726.00

5 Cost of Bore Well Rs. 58585.00

6 Add 9 % Electrificaion on Building Proper Rs. 1037685.00

TOTAL COST Rs. 17075227.00

7 Add 4 % Contengencies Rs. 683009.00

TOTALAMOUNT Rs. 17758236.00

Say Rs. 17758240.00

GENERAL ABSTRACT


DIST -GADCHIROLI


GadchiroliGadchiroli

Sub Divisional Engineer

Public Works Sub Division No 1

Executive Engineer

Public Works Dn. No.1,



16/244

S.N. ITEM OF WORK QUANTITY RATE UNIT

1 Excavation for foundation in earth, soils of all types,

sand, gravel and soft murum, including removing

the excavated material upto a distance of 50 m.

beyond the building area and stacking or spreadingas directed, preparing the bed for the foundation and

necessary back filling, ramming, watering, including

shoring and strutting as necessary complete.

Up to1.5M. Depth 879.79 100.65 Cum

1.5M. to 2.50 Depth 232.61 109.00 Cum

2 Providing and laying in situ, cement concrete in

1:4:8 of trap/ granite/quartzite/gneiss metal for

foundation and bedding including bailing out water,

plywood/steel formwork, compacting, finishing

uneven and honeycombed surface curing etc.

complete. The Cement Mortar 1:3 plaster is

considered for rendering uneven and honeycombed

surface only. Newly laid concrete shall be covered

by gunny bag, plastic, tarpaulin etc. (Wooden

centering will not be allowed.)

175.78 2842.75 Cum

3 Providing and laying in situ cement concrete of M-

15/1:2:4 with trap / granite / quartzite / gneiss metal inface wall including plywood/ steel formwork and steel

centering, compaction by vibrator, finishing uneven

and honeycombed surface with C.M.1:3 of sufficient

minimum thickness to give smooth and even surface,

filling joints with bitumen, curing etc. complete.

(Excluding cost of reinforcement.) The C.M. 1:3

plaster is considered for rendering uneven and

honeycombed surface only. Newly laid concrete shall

be covered by gunny bag, plastic, tarpaulin etc.

(Wooden centering/formwork will not be allowed).

48.94 4903.60 Cum

NAME OF WORK :- CONSTRUCTION OF ADMINISTRATIVE COMP


DIST -GADCHIROLI

ABSTRACT- MAIN BUILDING

Page 16 of 244


17/244



4 Providing and laying in situ cement concrete of M20

grade of trap / granite/ quartzite / gneiss metal for

R.C.C. work in foundations like raft, grillages,

strip foundations and footings of R.C.C.columns

and steel stanchions including bailing out water,

plywood/steel formwork, compaction, curing and

roughening the surface if special finish is to be

provided, finishing uneven and honeycombed surfacewith C.M. 1:3 of sufficient minimum thickness to give

smooth and even surface etc. complete. (Excluding

reinforcement and structural steel, including

cover block) The Cement Mortar 1:3 plaster is




centering will not be allowed)

107.56 5524.60 Cum

5 Providing and casting in situ cement concrete of

M20 grade of trap / granite /quartzite/ gneiss metal

for R.C.C. columns as per detailed design and

drawings or as directed, including steel centering,

plywood/steel formwork, compaction, finishing

uneven and honeycombed surface with C.M. 1:3 of

sufficient minimum thickness to give a smooth and

even surface or roughening the surface if special

finish is to be provided and curing etc. complete.

Including use of plastisizer wherever necessary as

directed by Engineer (Excluding reinforcement,

including cover block). The Cement Mortar 1:3plaster is considered for rendering uneven and

honeycombed surface only. Newly laid concrete

shall be covered by gunny bag, plastic, tarpaulin

etc. (Wooden centering will not be allowed)

77.20 6836.40 Cum

6 Providing and laying 50 mm thick layers in C.M. 1:8

belowe plinth beam including floating, watering,

curing and levelling and ramming the bed if

necessary before laying the layer etc, complete.

43.76 130.95 Sqm

7 Providing 2nd class Burnt Brick masonry with

conventional/I.S. type bricks in cement mortar 1:6 in

foundations and plinth of inner walls/in plinth of

external walls including bailing out water, striking

joints on unexposed faces, racking out joints on

exposed faces and watering complete.

51.43 3436.25 Cum

Page 17 of 244


18/244




M20 grade of trap / granite /quartzite /gneiss metal

forR.C.C. beams and lintels as per detailed design

and drawings or as directed,including steel centering,

plywood/steel formwork steel props, compaction,

finishing uneven and honeycombed surface with

C.M.1:3 of sufficient minimum thickness to give asmooth and even surface or roughening if special

finish is to be provided and curing etc. complete.

Including use of plastisizer wherever necessary as

directed by Engineer-In-charge (Excluding

reinforcement, including cover block). The Cement

Mortar 1:3 plaster is considered for rendering uneven

and honeycombed surface only. Newly laid concrete


etc. (Wooden centering will not be allowed)

102.51 6909.50 Cum

9 Filling in plinth and floors with approved excavated

materials in 15 cm. to 20 cm. layers including

watering and compaction complete.109.60 50.30 Cum

10 Filling in plinth and floors with contractors approved

material / murum / stone dust in 15cm. to 20cm.

layers including watering and compaction complete.141.53 330.50 Cum

11 Providing soling using 80 mm size granite / quartzite

/ gneiss / trap metal in 15 cm. layer including hand

packing filling voids with sand / grit, ramming,

watering etc complete.

235.81 538.95 Cum

12 Providing and laying in situ, cement concrete M-15 of

trap/ granite/quartzite/gneiss metal for foundation and

bedding including bailing out water, plywood/steel

formwork, compacting, finishing uneven and

honeycombed surface, curing etc. complete. The

Cement Mortar 1:3 plaster is considered for rendering

uneven and honeycombed surface only. Newly laidconcrete shall be covered by gunny bag, plastic,

tarpaulin etc. (Wooden centering will not be allowed.)

63.90 4622.10 Cum

Page 18 of 244


19/244



13 Providing second class Burnt Brick masonry with

conventional/ I.S. type bricks in cement mortar 1:6

in super structure including striking joints, racking

out joints wateringand scaffolding complete.200.86 3487.80 Cum

14 Providing second class Burnt Brick masonry with

conventional / I.S. type bricks in cement mortar 1:4in half brick thick wall including mild steel

longitudinal reinforcement of 2 bars of 6 mm.

diameter/2 hoop iron strips 25 mm x 1.6 mm placed

at every third course, properly bent and bounded at

ends scaffolding, racking out joints and watering

complete.

150.84 555.80 Sqm

15 Providing and casting in situ cement concrete M-15

of trap/ granite/quartzite/gneiss metal for coping to

plinth or parapet, moulded or chamfered as per

drawing or as directed including steel centering,plywood/steel formwork compacting, roughening

them if special finish is to be provided, finishing

uneven and honeycombed surface and curing etc.

complete. The Cement Mortar 1:3 plaster is




centering will not be allowed.)

4.78 4693.95 Cum

16 Providing and casting in situ cement concrete ofM20 grade of trap / quartzite / granite/ gneiss metal

forR.C.C. chajja as per detailed design and drawings

including steel centering, plywood/steel formwork,

steel props, compaction finishing uneven and

honeycombed surface with C.M. 1:3 of sufficient

minimum thickness to give a smooth and even

surface or roughening the surface if special finish is

to be provided and curing etc.complete.(Excluding

reinforcement, including cover block) The Cement


and honeycombed surface only.Newly laid concrete

shall be covered by gunny bag, plastic, tarpaulinetc. (Wooden centering will not be allowed)

10.32 7168.25 Cum

Page 19 of 244


20/244



17

Providing and casting in situ cement concrete of

M20 grade of trap / granite /quartzite /gneiss metal

for R.C.C slabs and landings as per detailed design

and drawings including steel centering, plywood

/steel formwork, steel props, compaction, finishing

uneven and honeycombed surface with C.M. 1:3 of

sufficient minimum thickness to give a smooth andeven surface or roughening the surface if special

finish is to be provided with fan hook box of 2 mm

thick M.S.Sheet rectangular size 180 mm x 100 mm

with required depth, with holes or notches, as

required, bottom and top lids of 1.6 mm thick

M.S.Sheet

92.39 7446.20 Cum

fixed with 3.5 mm dia. round headed screws together

with 12 mm dia. M.S.bar bent to shape with hooked

ends for fan hook and painting to exposed surface

and curing etc. complete. (Excluding reinforcement,

including cover block) The Cement Mortar 1:3plaster is considered for rendering uneven and honey

combed surface only. Newly laid concrete shall be

covered by gunny bag, plastic, tarpaulin etc.

(Wooden centering will not be allowed)


M20 grade of trap / granite / gneiss / quartzite metal

for R.C.C. pardi 75 mm thick including steel

centering, plywood /steel formwork, compaction,

finishing uneven and honeycombed surface with C.M.

1:3 of sufficient minimum thickness to give a smoothand even surface or roughening them if special finish

is to be provided and curing etc.complete.(Excluding

reinforcement, including cover block) The Cement


and honeycombed surface only.( Newly laid

concrete shall be covered by gunny bag, plastic,

tarpaulin etc.) (Wooden centering will not be

allowed)

3.63 9457.65 Cum

Page 20 of 244


21/244



19 Providing and casting in situ cement concrete of M-

15 grade of trap/ granite/quartzite/gneiss metal for

plain or molded sills, cornice, jambs, block in

course, or architraves of required size and shapes

including steel centering, plywood/steel formwork,

compacting, roughening them if special finish is to be

provided,finishing uneven and honeycombed surface

and curing etc. complete. The Cement Mortar 1:3plaster is considered for rendering uneven and

honeycombed surface only. Newly laid concrete


etc. (Wooden centering will not be allowed.)

3.05 4902.40 Cum

20 Providing and fixing in position TMT bar of various

diameters for R.C.C. pile caps, footings, foundations,

slabs, beams and columns, canopies, staircases,

newels, chajjas, lintels, pardies, coping, fins, arches

etc. as per detailed design and drawings and

schedules including cutting, bending, hooking the

bars, binding with wires or tack welding and

supporting as required completed.

48.960 55838.70 M.T.

21 Providing internal cement plaster 20mm thick in a

single coat in cement mortar 1:5 with neeru finish

to concrete, brick surfaces in all positions including

scaffolding and curing. Providing groove at joint of

B.B.Masonry and concrete members complete

940.49 208.75 Sqm

22 Providing internal cement plaster 12 mm thick in asingle coat in cement mortar 1:5 with neeru finish

to concrete or brick surface in all positions including

scaffolding and curing complete. Providing groove at

joint of B.B. Masonry and concrete members

complete

794.44 132.25 Sqm

23 Providing internal cement plaster 12 mm thick in a

single coat in cement mortar 1:5 without neeru

finish to concrete or brick surface in all positions

including scaffolding and curing complete. Providing

groove at joint of B.B. Masonry and concrete

members complete

339.91 115.45 Sqm

24 Providing internal cement plaster 6 mm thick to

ceiling in a single coat in cement mortar 1:3 with

neeru finish to concrete surface in all positions

including scaffolding and curing. Providing groove at

joint of B.B.Masonry and concrete members complete

561.30 130.20 Sqm

Page 21 of 244


22/244



25 Providing internal cement plaster6 mm thick in a

single coat in cement mortar 1:3 without neeru

finish to concrete surface in all positions including

scaffolding and curing. Providing groove at joint of

B.B.Masonry and concrete members complete

95.75 95.45 Sqm

26 Providing sand faced plaster for external portion in

cement mortar using Kharsalia / Kasaba or similar

type of sand, in all positions including base coat of 15

mm. Thick in C.M. 1:4 using water proofing

compound at 1 kg per cement bag, curing the

same for not less than 3 days and keeping the

surface of the base coat rough to receive the sand

faced treatment 6 to 8 mm thick in C.M. 1:4 finishing

the surface by taking out grains, making grooves and

curing for fourteen days scaffolding etc. complete.

884.91 286.40 Sqm

Ground Floor

27 Providing patta on concrete/ plastered surface

100mm wide in C.M.1:3 in line, level, including drip

mould if necessary, scaffolding, finishing, curing etc.

complete.

35.80 31.15 Rmt

28 Providing and applying washable Acrylic emulsion

paint of approved colour and shade to existing

surface in two coats including scaffolding, preparing

the surface to receive paint and applying putty etc.

complete.

2296.23 88.65 Sqm

29 Providing and applying exterior emulsion water

based water proof cement paint of approved colour

and shade to exterior new surface in two coats

including scaffolding preparing the surface to receive

paint etc. complete

1320.57 93.45 Sqm

30 Providing and fixing mild steel grill railing 20

kg/Sqm. with teak wood hand rail of size 75 mm x60 mm and sill of 75 mm x 25 mm and newel posts

for staircases, including fabricating, fixtures, erecting,

the grill work with one coat of anticorrosive paint and

two coats of oil painting with approved colours and

polishing the sill, hand rail and the newel post with

french polish.

9.00 1989.90 Sqm

Page 22 of 244


23/244



31 Providing and fixing factory made precast

door/window frames of C.C. M-40 grade of section

100 mm x 60 mm including reinforcement as per

I.S.6523 with polymeric blocks having screw holding

capacity of 250 kg/screw fixed in position in

R.C.C.frame as per requirement and as per

specifications without fan light including holdfasts,

carting and erecting in position and two coats of oilpaint etc. complete.

49.50 288.70 Rmt

32 Providing and fixing cold rolled steel frame for door

100 mm x 60 mm of 16 guage as per drawing

with/without ventilator including holdfasts, hinges

welded to the frame, including filling cement mortar

1:6 in hollow core and finishing with oil painting etc.

complete.

32.88 912.90 Sqm

33 a) Providing and fixing factory made solid coreflush door in single leaf 32 mm thick, decorative

types, of exterior grade, as per detailed drawings,

conforming to I.S.:2202 - 1962 (Revised) including

Burmah/ superior Indian teak wood frame, approved

face veneers on both faces with/without glazing and

venetians in the positions shown on the drawings or

as directed, all necessary beads, moulding and

lipping, wrought iron holdfasts, chromium plated

fixtures and fastenings without/with brass mortise

lock, chromium plated handles on both sides,

stoppers and finishing with french-polish/ waxing

complete. (without door frame).(Sample to be gotapproved from Ex.Engineer before use)

6.48 2132.45 Sqm

34 Providing & fixing of approved make solid Panel of

29mm thick PVC single leaf door shutter of approved

colour and design made out of rigid PVC hollow

section shutter frame in configuration of A section of

size 50mm x 29mm as vertical styles, top & bottom

rails Machine cut and panel in fill of single panel

multi chambers hollow plastic section of size 25mm x750mm. with solid polymetric 'L' corner reinforcement

holding brackets and solid polymetric reinforcement

fil lers for holding hinges, aldrops, latch, tower bolts,

etc. remaking damaged surface etc. compete.

15.75 2285.80 Sqm

Ground Floor

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35 a) Providing and fixing factory made solid core

flush door shutters in double leaves 32mm

thick,decorative type of exterior grade, as per detailed

drawings, conforming to I.S.: 2202 1966 (Revised)

including approved face veneers on both sides,

without glazing and venetians including chromium

oxidised fixtures and fastening, stoppers and finishing

with french polishing etc. (Excluding doorframe)(Sample to be got approved from Ex.

Engineer before use)

26.40 2348.10 Sqm

36 a)Providing and fixing steel windows of various

sizes as per detailed drawings with welded square

bars 12 mm at 10 cm centre to centre without hot

dip Zinc coating without / with ventilator including

fabrication glazing with non- acetinic/plain/obscured

glass panels of approved type and quality, all fixtures

and fastenings without teak wood boxing, and

architraves and finishing with one coat of primer complete. (with flash butt welding) (Sample to be

got approved from Ex. Engineer before use)

116.91 3306.50 Sqm

37 Providing and fixing steel staggered ventilator with

12 mm dia square bar including fibre glass panels

fixed as per detailed drawing without hot dip zinc

coating including fabricating glazing with plain

obscured glass panes of approved type and quality

and fastening without teak wood boxing and

architecture and oil painting two coats etc. complete.(Sample to be got approved from Ex.Engineer before

use)

8.10 2228.30 Sqm

38 Providing and fixing M.S. grill doors weighing 22 to

24 kg per sq. meter of required size as per detailed

drawing without hot dip coating with iron oxidised

fixture and fastening and painting with 3 coats oil

paints etc. complete. (Sample to be got approved

from Ex. Engineer before use)

26.40 1473.55 Sqm

39 Providing and applying two coats of synthetic

enamel paint of approved colourto new structural

steel work and wood work in buildings, including

scaffolding if necessary, cleaning and preparing the

surface including primer coat complete. (Sample and

brand is to be got approved from Ex. Engineer

before use)

219.27 56.30 Sqm

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40 Providing and laying hand cut polished kota stone

Flooring 20 mm to 25 mm thick plain pattern on a

bed of C.M. 1:6 including cement float, filling joints

with neat cement slurry, curing rubbing, mirror

polishing and cleaning complete

564.45 965.20 Sqm

41 Providing and fixing 20 mm to 25 mm thick polished

Jaisalmair stone on parapet wall of terrace,

staircase, etc. on plane, leveled, top surface,

including cleaning top surface, fixing with ready made

adhesive, screws for fixing stones, rounding corners,

finishing etc. complete.

164.14 250.50 Sqm

42 Providing sills / jambs / revels of Green marble slabs

or equivalent 18mm to20 mm thick of approved

quality vein and colour with machine polished surface

on a bed of Cement Mortar 1:4 including neat cement

float fil ling joints with neat cement slurry to match thecolour of the slabs curing, polishing and rounding

edges, cleaning etc. complete.

30.48 2142.65 Sqm

43 Providing and Laying antiskid ceramic tiles of

approved quality , required size and 5.5.mm

thickness for flooring in required position laid on

bed of C.M.1:4 including cement float, filling joint with

white / colour cement slurry, cleaning, curing,

complete.

62.68 981.55 Sqm

44 Providing and fixing ceramic tiles of approved quality, required size and 5.5.mm thickness for dado and

skirting in required position with ready made

adhesive mortar of approved quality in required

position after making the wall portion in level in

plaster of C.M. 1:4 including joint filling with

white/colour cement slurry cleaning curing complete.

276.06 1027.95 Sqm

45 Providing and laying polished Kota Stone slabs

20mm to 25 mm thick for treads and risers of

steps and staircases, with rounded nosing andgroove at edge for the treads, on a bed of C.M. 1:4

including cement float fil ling joints with neat cement

slurry, curing, polishing and cleaning complete.

23.40 955.45 Sqm

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46 Providing and fixing white glazed earthenware

Wash Hand Basin of 55 cm x 40 cm size including

cold water piller tap, brackets, rubber plugs and brass

chain, stop tap, chromium plated bottle trap and

necessary pipe connections including UPVC waste

pipe and trap upto the out side face of the wall,

making good the damaged surface, testing etc.

complete. (Prior approval of sample and brand byEx. Engineer is necessary before use.)

6.00 2247.45 Nos

47 Providing and fixing 1st class white glazed

earthenware "Orissa type" W.C.Pan 600 x 400 mm

size including 'P'or 'S'trap UPVC soil and vent pipe

upto the outside face of the wall, 1:5:10 cement

concrete bedding, 10 litre fibre high level flushing

cistern with fittings, inlet pipe with stop tap, bracket

for fixing the cistern, 32 mm dia. UPVC flush pipe

with fitting and clamps, 20 mm dia. UPVC over flowpipe with mosquito proof coupling, chain and pulley,

painting of the exposed pipe and cutting and making

good walls and floor, testing etc. complete.(Prior

approval of sample and brand by Ex.Engineer is

necessary before use.)

8.00 3414.30 Nos

(a).. Do without flushing cistern with flush

cock and necessary fittings

48 Providing and fixing 450 mm x 550 mm sizesuperior type mirror with 16 mm dia. Nickel plated

towel rod etc. complete. (Prior approval of sample

and brand by Ex.Engineer is necessary before

use.)

6.00 479.20 Nos

49 Providing and fixing 10cm C.I.Nahani Trap (long

arm) including symet grating, bend, connecting piece

of C.I.pipe upto the outside face of the wall, making

good the damaged surface, testing etc. complete.

(Prior approval of sample and brand by

Ex.Engineer is necessary before use.)

10.00 788.30 Nos

Page 26 of 244


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50 Providing Water proofing treatment to newly laid

fully cured concrete slab of terraces by applying

first coat of polymer modified semi-viscous paste

prepared by mixing polymer of approved make (such

as Master Seal 550/ brush bond / RoffSupercrete /

Webercrete / Monobond /Perma shield / Hypercrate /

Master Crete M 81) and Cement in 1 : 2 proportion ( 1

litre polymer : 2 Kg. Cement) or Rohnex water proofing system in two coats(1kg powder,700 ml

water and polymer jelly for first coat & 1 kg

powder,500 ml water & polymer jelly for second coat

)to a neatly cleaned and dust free concrete surface

and upto 300 mm. over parapet wall prepared by

removing loose and deposited material with brush

and water, laying glass fibre mesh of 10 x 10

specification of approved make over tacky surface of

first coat of polymer followed by second coat in

transverse direction, sprinkling coarse sand over it,

followed by protective mechanical cover of 40 mm to

75 mm. thick cement concrete of 1:2:3

194.44 1044.25 Sqm

proportion using coarse aggregate of 10 MSA and

water proofing compound of approved make and

polypropylene fibres @ 125 gm per bag of cement

within it confirming to IS, in pannels of 3m/4m oras

per site condition & filling the joints with polt sulphide

sealant(0.08 kg per sq.mt.) after curing including

providing holler with drip moulds at the junction and

finishing the concrete surface with neat cement

slurry,polypropylene fibres @ 125 gm per bag of

cement within it confirming to IS, in pannels of 3m/4m

oras per site condition & filling the joints with poltsulphide sealant(0.08 kg per sq.mt.) after curing

including providing holler with drip moulds at the

junction and finishing the concrete surface with neat

cement slurry,incuding curing as directed and

ponding the surface as directed etc.complete ;

covering 10 years guarantee against leakproofness

on court Fee stamp paper of Rs 100/-

Ground Floor

51Providing Preconstruction Antitermite treatmentby treating the back fill in immediate contact with

foundation at the rate of 5 litres of an emulsion

concentrate of one percent concentration of

CHLORPYRIFOC 20% EC ISI approved conforming

to I.S.8944 per square metre of vertical surface area

by high volume sprayer with ten years guarantee

bond as per I.S. 6313 (Part II) of 1971.

335.30 68.30 Sqm

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52 Providing Preconstructional Antitermite treatment by

treating the bottom surface and the sides of

excavation at the rate of 3 litres of emulsion

concentrate of one percent concentration of

CHLORPYRIFOC 20% EC, ISI approved conforming

(I.S.8944), (i.e by diluting 5 ltr. of chlorpyrifoc 20%

EC, with 95 ltr. of water) and spraying by high volumesprayer on one square metre surface area with ten

years guarantee bond as per I.S.6313 (Part II 1971)

564.22 123.40 Sqm

53 Providing Postconstructional Anti- termite

treatment to the soil along the external wall by

punching holes of 1.2 to 1.5 cm diametre about 30 to

60 cm deep at 15 cm centre to centre as close to the

wall as possible and inject one percent concentration

of CHLORPYRIFOC 20% EC ISI approved

conforming (I.S.8944)at the rate of 7.5 litre emulsion

concrete per square metre and sealing the same with

proper filling with two years guarantee bonds as per

I.S.6313 (Part III) of 1971.

86.37 165.30 Sqm

54 Providing and fixing UPVC SOIL / VENT / WASTE

SWR pipe of required diameter conforming to I.S.-

13592, and I.S.-4985 to withstand continous internal

hydroulic pressure of 4 kg/cm2 including necessary

fixtures and fittings, such as bends, tees, singlejunctions, double junctions and joining with rubber

rings and lubricants, on wall by means of clips or in

ground including necessary excavation, laying

refilling, trench testing etc. complete. (Prior approval

of sample and brand by Ex.Engineer is necessary

before use.)

Ground Floor

75 mm dia 60.00 263.55 Rmt

110 mm dia 150.00 397.75 Rmt

160 mm dia 100.00 603.80 Rmt

Page 28 of 244


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55 Providing and fixing on walls/ ceiling/floors,

medium grade G.I. pipe (type) having embossed ISI

Mark on it, of required diameter with screwed

sockets, joints, necessary galvanised iron fittings

such as sockets,back nuts,elbows, bends, tees,

reducers, enlargers, plugs, clamps etc.including

necessary drilling holes in walls, slabs etc. and

remaking good the demolished portion to restore thesame in original condition neatly and providing and

applying anticorrosive primer and two coats of oil

painting, testing, etc.complete.(Prior approval of

sample by Ex.Engineer is necessary before use.)

Ground Floor

15mm dia 160.00 218.05 Rmt

25mm dia 80.00 307.90 Rmt

40mm dia 20.00 410.90 Rmt

56Providing and laying in trenches medium grade(type) galvanised iron pipe having embossed ISI

Mark on it, of required diameter with screwed,

sockets, joints, necessary galvanised iron fittings

such as sockets, back nuts, elbows, bends, tees,

reducers, enlargers, plugs, clamps etc. including

necessary excavation, back filling, fixing with clamps,

testing etc. complete. (Prior approval of sample and

brand by Ex. Engineer is necessary before use.)

15 mm dia 30.00 243.20 Rmt

25 mm dia 25.00 333.05 Rmt40 mm dia 100.00 436.05 Rmt

50 mm dia 0.00 0.00 Rmt

57 Providing and fixing in position unplasticized poly

venyl-chloride (UPVC) ultra voilet rays stabilised

110 mm outer diameter rain water SWR pipe

conforming to I.S. 4985 and I.S.13592,including

necessary fittings, such as PVC grating, bends, with

door, PVC clamps, horse shoes at bottom, rubber

ring and making connections water tight with solvent,

cement including making holes in masonary concrete

redoing the same in C.M. 1:3, curing, testing etc.complete. (Prior approval of sample and brand by


202.20 251.60 Rmt

Page 29 of 244


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58 Providing and fixing 15 mm dia. Screw down

bib cock of symet type including necessary

sockets, union nut, testing etc. complete. (Prior

approval of sample by Ex.Engineer is


2.00 188.10 Nos

59 Providing and fixing screw down 25 mm dia.wheeled stop tap of brass including necessary

sockets, union nut, testing etc. complete. (Prior

approval of sample and brand by Ex.Engineer

is necessary before use.)

25 mm dia 2.00 463.65 Nos

40 mm dia 2.00 900.90 Nos

50 mm dia 0.00 0.00 Nos

60 Providing and fixing 15 cm x 10 cm salt glazed

stoneware gully trap in cement concrete 1:4:8outside the building including symet grating in the

sink, connecting glazed stoneware pipe, brick

masonry chamber with R.C.C. lid and Symet grating

for the gully trap, testing etc. complete. (Prior

approval of sample and brand by Ex.Engineer is


4.00 778.70 Nos

61 Providing and constructing Brick Masonry

Inspection Chamber 60 cm x 45 cm including 1:4:8

cement concrete foundation, 1:2:4 cement concretechannels, Brick Masonry, plastering from inside and

airtight R.C.C. lid with frame fixed in cement

concrete, curing, testing etc. complete(a) WIth

Reinforced cement concrete raft in B.C. soil area

including cost of reinforcement

10.00 3863.55 Nos

62 Providing and constructing Brick Masonry

Inspection Chamber 90 cm x 45 cm including 1:4:8

cement concrete foundation, 1:2:4 cement concrete

channels, Brick Masonry, plastering from inside and

airtight R.C.C.lid with frame fixed in cement concrete,

curing, testing etc. complete. (a) WIth Reinforced

cement concrete raft in B.C. soil area including

10.00 5771.95 Nos

Page 30 of 244


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63 Providing and fixing in postion unplasticized

polyvinyl chloride (UPVC) ultra violet stabilized

110 mm outer diameter cowl dome conforming to

I.S.4985 including making joints with solvent cement

etc. complete.

10.00 41.95 Nos

64 Providing soak pit of size 120 cm x 120 cm x 120 cm

including excavating and filling with brick bats as per

drawing etc. complete.

1.00 893.70 Nos

65 Providing and laying rough Shahabad Stone

Flooring 20mm to 25 mm thick and of required width

in plain/diamond pattern on a bed of C.M. 1:6

including cement float, striking, joints, pointing in

cement mortar 1:3 curing and cleaning etc. complete.

0.00 306.40 Sqm

65 Providing, hoisting and fixing in position of approvedmake high density polyethylene UV stabilized

conforming to I.S.12701, water storage tank with

necessary connections, testing etc. complete. (Prior

approval of sample by Ex. Engineer is necessary

before use.)

4000.00 7.20 Litre

66 Providing and fixing in position Partition of polished

Kaddappa / Marble / Granite stone of required

thickness ,including making groove in wall / concrete

surface filling joints with slurry, curing, polishing,

rounding edges, as required cleaning etc. complete.

a) Kadappa Partition 25 mm to 30 mm thick

5.40 658.90 Sqm

67 Providing and fixing a set of 5 fire buckets of

special quality 0.3 m. diameter including painting,

lettering and providing M.S.angle iron stand, iron

hooks and locking arrangements and three coats of

white enamel paint for stand etc. complete as per

drawing.

4.00 1009.90 Set

68 Providing and fixing fittings and accessories such as

ball cock, over flow pipe with mosquito proof coupling.. 2.00 1764.65 Set

Page 31 of 244


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69 Providing and fabricating structural steel work in

rolled sections like joists, channels, angles, tees etc.

as per detailed design and drawings or as directed

including cutting, fabricating, hoisting, erecting, fixing

in position making riveted / bolted / welded

connections without connecting plates, braces etc.

and including one coat of anticorrosive paint and over

it two coats of oil painting of approved quality and

shade complete.

0.09 71068.95 MT

Ground Floor

70 Providing PRECAST M-20 R.C.C. slabs over the

spans of Cross Drainage work as per drawings

including reinforcement, conveyance, fixing in C.M.

1:3 and curing, finishing complete.

1.50 7869.10 Cum

71 Providing and fixing chicken mesh of 22 gauge, with

about 30 cm. width at the junction of R.C.C members

and brick work, of approved quality including fixingmesh in position by necessary drilling in concrete

or/B.B.masonry and or tying by binding wire etc.

complete.

1340.62 51.50 Rmt

72 Providing groove to required size at specified

location as directed by Engineer, at junction of brick

masonry wall and R.C.C beams or Column, at

junction of composite masonry, including scaffolding,

finishing, curing etc. complete.

200.00 6.35 Rmt

73 Providing and fixing 60mm thick factory made

Hydraulically pressed Mechanically vibrated and

compacted precast inter locking cement concrete

paving blocks in M-40 grade of approved size and

shape as specified 50 mm in gray cement and top

surface 10 mm in white cement with coloured

pigment including cost of all materials, manufacturing,

curing, transportation of blocks to work site including

loading, unloading and stacking as directed, laying

paving blocks in position over prepared bed of sand

of 50 mm thickness including necessary excavation in

all stratas, spreading blindge of fine sand over theprepared bed, compacting blocks by plate vibrator

etc. complete.

112.60 675.65 Sqm

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74 Providing and laying 25 mm. thick precast polished

chequered cement tiles for Plinth Protection of size

20 cm. x 32 cm. and 20 mm. Thick plain cement tiles

for risers of steps and staircase with nosing of treads

moulded as per drawing or as directed on a bed of

1:4 cement mortar in required positions including

cement float filling joints with neat cement slurry,

curing, polishing and cleaning complete.

268.06 347.20 Sqm

75 Providing and fixing mild steel grill gate with angle

iron frame 65 mm x 65 mm x 10 mm with iron bars at

150 mm C/C and diagonal flats as per the detailed

drawing including hinges, pivot blocks locking

arrangement welding, revetting with oil painting in

three coats of approved colour shade. (Weight of

gate 35 kg/Sq.m.)

9.00 1852.10 Sqm

76 Supplying crushed metal 40 mm of trap /

granite / quartzite / gneiss stone metal for rain

water harvesting including conveying and

stacking for use in bituminous road work.

18.00 1737.80 Cum

77 Providing and Laying concrete pipes of I.S.NP.2

class of 300 mm diameter in proper line, level and

slope including necessary collars, laying, fixing with

collars in cement mortar 1:1 and refilling the trench

etc. complete. ( Excluding Excavation )

12.00 624.10 Rmt

78 Cleaning the road site i.e. cutting bushessite

clearence etc complete. (item of EGS CSR ) 5000.00 2.90 Sqm

79 a)Providing and fixing European type white glazed

earthernware water closet with syphonic trap with

syphonic low level 10 litres UPVC cistern with

UPVC seat and lid with chromium plated brass

hinges including UPVC soil and vent pipe upto the

outside face of the wall including 100 mm dia. UPVC

plug bend, inlet pipe, stop tap etc. all fittings, cuttingand making good to the walls and floor, testing etc.

complete. (Prior approval of sample and brand by


2.00 4170.25 No

(b) ------ do ------- with water jet and fittings

Page 33 of 244


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80 Providing and fixing white glazed earthenware semi

stall type urinals without cistern, with inlet pipes stop

tap, UPVC flush pipe with fittings and flushing

arrangement including UPVC soil pipe, UPVC trap

and soil pipe connection upto outside face of wall,

making good the damaged surface, testing etc.

complete. (Prior approval of sample and brand by


10.00 2406.80 No

81 Providing and fixing white glazed earthenware

urinal squatting type without cistern with fitting, inlet

pipes, stop tap, 32 mm dia. UPVC flush pipe with

fittings and spreader arrangement including UPVC

soil pipe, UPVC trap, soil pipe connection upto the

outside face of the wall, making good the damaged

surface, testing etc. complete. (Prior approval of

sample and brand by Ex.Engineer is necessary

before use.)

2.00 2245.05 No

Sub Divisional Engineer Executive En

Public Works Sub Division No 1 Public Works D

Gadchiroli Gadchiro

Total Rs.

Page 34 of 244


35/244

AMOUNT

88551.00

25354.00

499699.00

239982.00

EX

Page 35 of 244


36/244

AMOUNT

594226.00

527770.00

5730.00

176726.00

Page 36 of 244


37/244

AMOUNT

708293.00

5513.00

46776.00

127090.00

295352.00

Page 37 of 244


38/244

AMOUNT

700560.00

83837.00

22437.00

73976.00

Page 38 of 244


39/244

AMOUNT

687954.00

34331.00

Page 39 of 244


40/244

AMOUNT

14952.00

2733863.00

196327.00

105065.00

39243.00

73081.00

Page 40 of 244


41/244

AMOUNT

9139.00

253438.00

1115.00

203561.00

123407.00

17909.00

Page 41 of 244


42/244

AMOUNT

14291.00

30016.00

13818.00

36001.00

Page 42 of 244


43/244

AMOUNT

61990.00

386563.00

18049.00

38902.00

12345.00

Page 43 of 244


44/244

AMOUNT

544807.00

41117.00

65308.00

61524.00

283776.00

22358.00

Page 44 of 244


45/244

AMOUNT

13485.00

27314.00

2875.00

7883.00

Page 45 of 244


46/244

AMOUNT

203044.00

22901.00

Page 46 of 244


47/244

AMOUNT

69625.00

14277.00

15813.00

59663.00

60380.00

Page 47 of 244


48/244

AMOUNT

34888.00

24632.00

8218.00

7296.00

8326.0043605.00

0.00

50874.00

Page 48 of 244


49/244

AMOUNT

376.00

927.00

1802.00

0.00

3115.00

38636.00

57720.00

Page 49 of 244


50/244

AMOUNT

420.00

894.00

0.00

28800.00

3558.00

4040.00

3529.00

Page 50 of 244


51/244

AMOUNT

6696.00

11804.00

69042.00

1270.00

76078.00

Page 51 of 244


52/244

AMOUNT

93070.00

16669.00

31280.00

7489.00

14500.00

8341.00

Page 52 of 244


53/244

AMOUNT

24068.00

4490.00

11529835.00

ineer

n. No.1,

li

Page 53 of 244


54/244

S.N. ITEM OF WORK LENGTH BREDTH DEPTH QUANTITY

1

A1) Up to 1.50m. Depth

Column Group A ( 230 mm x 300 mm) 10 x 1 1.60 1.70 1.50 40.80

Column Group B ( 230 mm x450 mm) 45 x 1 1.80 2.10 1.50 255.15

Column Group C ( 350 mm Dia Circular ) 4 x 1 1.80 2.10 1.50 22.68

Column Group D ( 230mm x 830 mm ) 27 x 1 1.80 2.40 1.50 174.96

Column Group E ( 230 mm x 230 mm ) 19 x 1 1.60 1.60 1.50 72.96

C) For Plinth Protection :- Outer Side

Front portion 2 x 1 16.71 1.00 0.30 10.03

(7.46+5.02+2.23+1+1)

Rear portion 1 x 1 48.95 1.00 0.30 14.69(7.16+4.39+1.58+20.69+1.58+4.39+7.16+1+1

RHS & LHS portion 2 x 1 32.45 1.00 0.30 19.47

(25.88+0.6+1.58+4.39)

Inner Side -

Complete length 1 x 1 85.79 1.00 0.30 25.74

D) For Steps

L/W 4 x 1 3.20 1.50 0.40 7.68

A) Excavation of Beam at Ground Level-

PB 2.1,6.1,1.1,7.1 4 x 1 1.88 0.33 0.50 1.24

PB 1.2,8.2 2 x 1 0.78 0.33 0.43 0.22PB 9.1,11.1 2 x 1 3.28 0.33 0.70 1.52

PB 9.2,12.2 2 x 1 2.33 0.33 0.65 1.00

PB 21.1, 31.1 2 x 1 1.00 0.33 0.43 0.28

PB

21.2,35.2,41.2,47.2,53.2,59.2,32.2,40.2,46.2

,52.2,58.2,64.2

12 x 1 1.38 0.33 0.50 2.73

PB 67.2,77.293.1,94.1 4 x 1 0.50 0.33 0.43 0.28

PB 78.2,79.2,93.2,94.2, 4 x 1 1.69 0.33 0.65 1.45

PB 80.1,90.1 2 X 1 0.55 0.33 0.43 0.16

PB 91.1,92.1 2 X 1 2.92 0.33 0.65 1.25

PB 96.1,97.1,98.1, 3 x 1 1.68 0.33 0.50 0.83

PB 99.1,,101.1 2 x 1 1.72 0.33 0.50 0.57PB100.1 1 x 1 1.60 0.33 0.50 0.26

PB 3.1 1 x 1 4.20 0.33 0.70 0.97

PB 4.2 ,5.2 2 x 1 3.13 0.33 0.70 1.45

PB 16.2,17.2 2 x 1 0.50 0.33 0.43 0.14

PB 25.1,27.1 2 x 1 1.78 0.33 0.50 0.59

PB 24.1,28.1 2 x 1 0.60 0.33 0.65 0.26

PB24.2,29.2,65.2,75.2 4 x 1 1.38 0.33 0.50 0.91

PB 33.2,34.2 2 x 1 0.50 0.33 0.43 0.14



M E A S U R E M E N T S - M AIN BUILDINGNO

DIST -GADCHIROLI

Excavation for foundation in earth, soils of all types, sand, gravel and soft murum, including removing th

excavated material upto a distance of 50 m. beyond the building area and stacking or spreading as dire

preparing the bed for the foundation and necessary back filling, ramming, watering, including shoring an

strutting as necessary complete.

Page 54 of 244


55/244



PB 37.2,43.2,49.2,55.2,38.2,44.2,50.2,56.2 8 x

1

1.38 0.33 0.50

1.82

PB 69.1,74.1 2 x 1 0.25 0.33 0.43 0.07

PB 70.1,71.1 2 X 1 1.68 0.33 0.50 0.55

PB 72.1,73.1 1 X 1 1.72 0.33 0.50 0.28

PB 73.1 1 X 1 1.60 0.33 0.50 0.26

PB 61.2,77.2 2 X 1 0.30 0.33 0.43 0.09

For Porch 2 x 1 2.90 0.33 0.70 1.342 x 1 2.20 0.33 0.70 1.02

Drain around Plinth Protection

Outer side 1 x 1 147.27 0.90 0.80 106.03

Inner side 1 x 1 85.79 0.90 0.80 61.77

For Rain water harvesting 1 x 2 3.00 2.00 1.50 18.00

for Court yard 1 x 1 12.03 9.36 0.25 28.15

879.79

For 1 Unit 879.79

2) Up to 1.50m. To 3.00m. Depth

A) Excavation for Footing

Column Group A 10 x 1 1.60 1.70 0.60 16.32

Column Group B 45 x 1 1.80 2.10 0.60 102.06

Column Group C 4 x 1 1.80 2.10 0.60 9.07

Column Group D 27 x 1 1.80 2.40 0.60 69.98

Column Group E 19 x 1 1.60 1.60 0.60 29.18

For Rain water harvesting 1 x 2 3.00 2.00 0.50 6.00

232.61

For 1 Unit 232.61

2

Column Group A 1 x 10 1.60 1.70 0.15 4.08

Column Group B 1 x 45 1.80 2.10 0.15 25.52

Column Group C 1 x 4 1.80 2.10 0.15 2.27

Column Group D 1 x 27 1.80 2.40 0.15 17.50

Column Group E 1 x 19 1.80 2.40 0.15 12.31

C) For Plinth Protection :

Front portion 1 x 2 16.71 1.00 0.15 5.01

Rear portion 1 x 1 48.95 1.00 0.15 7.34

RHS & LHS portion 1 x 2 32.45 1.00 0.15 9.74

Inner Side - 1 x 1 85.79 1.00 0.15 12.87

D) For Steps

1 x 4 3.20 1.50 0.15 2.88

Providing and laying in situ, cement concrete in 1:4:8 of trap/ granite/quartzite/gneiss metal for foundati

bedding including bailing out water, plywood/steel formwork, compacting, finishing uneven and honeyco

surface curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and

honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.

(Wooden centering will not be allowed.)

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Drain around Plinth Protection

Outer side 1 x 1 147.27 0.90 0.10 13.25

Inner side 1 x 1 85.79 0.90 0.10 7.72

C ) Below Flooring :

Police Aid and Setu 1 x 4 3.38 5.00 0.075 5.07

Bank and Post office 1 x 2 4.78 2.77 0.075 1.99

1 x 2 2.27 1.73 0.075 0.59

Office Area 2 x 6 2.88 4.50 0.075 11.66

Xerox Room 1 x 1 3.18 5.00 0.075 1.19

Canteen 1 x 2 3.18 5.00 0.075 2.39

Meeting Hall 1 x 2 3.22 5.00 0.075 2.42

1 X 1 33.10 5.00 0.075 12.41

Corridor 1 x 2 18.92 1.50 0.075 4.26

1 x 2 9.52 1.50 0.075 2.14

Triangular portion 0.5 x 4 3.20 3.60 0.075 1.73

rear side 1 x 1 20.69 1.50 0.075 2.33

1 x 2 5.75 1.68 0.075 1.45

1 x 2 4.70 1.68 0.075 1.18Triangular portion 0.5 x 2 4.70 4.70 0.075 1.66

Deduct for plinth beams 1 x -21 1.50 0.23 0.075 -0.54

1 x -2 4.12 0.23 0.075 -0.14

Tiolet 1 x 2 4.42 3.60 0.075 2.39

1 x 2 2.05 3.60 0.075 1.11

175.78For 1 Unit 175.78

3

Drain Foundation

Outer side 1 x 1 147.27 0.75 0.10 11.05

Inner side 1 x 1 85.79 0.75 0.10 6.43

Drain

Outer side 1 x 2 147.27 0.150 0.45 19.88

Inner side 1 x 2 85.79 0.150 0.45 11.58

48.94

For 1 Unit 48.94

4

Group-A (300x230mm)

Area Bottom (A1) 1.40 x 1.30 1.82

Area Top (A2) 0.40 x 0.33 0.13

Area mean (Am) 0.90 x 0.82 0.73

Providing and laying in situ cement concrete of M-15/1:2:4 with trap / granite / quartzite / gneiss metal in

wall including plywood/ steel formwork and steel centering, compaction by vibrator, finishing uneven an

honeycombed surface with C.M.1:3 of sufficient minimum thickness to give smooth and even surface, fil

Providing and laying in situ cement concrete of M20 grade of trap / granite/ quartzite / gneiss metal for

work in foundations like raft, grillages, strip foundations and footings of R.C.C.columns and steel stanch

including bailing out water, plywood/steel formwork, compaction, curing and roughening the surface if s

finish is to be provided, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum

thickness to give smooth and even surface etc. complete. (Excluding reinforcement and structural steelincluding cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honeyco

surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centeri

not be allowed

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Depth End d1 0.20

Depth Centre D 0.60

Rectangular Portion 1 x 10 1.40 x 1.30 0.20 3.64

Trapezoidal Portion 1 x 10 0.0667 x 4.87 3.25

(H/6 x (A1+A2)+4Am) H/6 At+Ab+4Am

GroupB (300x450mm)

Area Bottom (A1) 1.80 x 1.50 2.70

Area Top (A2) 0.55 x 0.33 0.18

Area mean (Am) 1.18 x 0.92 1.08

Depth End d1 0.20

Depth Centre D 0.70



(H/6 x (A1+A2)+4Am) H/6 At+Ab+4Am

Group C (350 x350mm)

Area Bottom (A1) 1.80 x 1.50 2.70

Area Top (A2) 0.55 x 0.33 0.18

Area mean (Am) 1.18 x 0.92 1.08

Depth End d1 0.20

Depth Centre D 0.60



(H/6 x (A1+A2)+4Am) H/6 At+Ab+4Am

Group D (350 x350mm)

Area Bottom (A1) 2.10 x 1.50 3.15

Area Top (A2) 0.93 x 0.33 0.31

Area mean (Am) 1.52 x 0.92 1.39

Depth End d1 0.20

Depth Centre D 0.60



(H/6 x (A1+A2)+4Am) H/6 At+Ab+4Am

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Group E (230 x230 mm)

Area Bottom (A1) 1.30 x 1.30 1.69

Area Top (A2) 0.33 x 0.33 0.11

Area mean (Am) 0.82 x 0.82 0.66

Depth End d1 0.20

Depth Centre D 0.60



(H/6 x (A1+A2)+4Am) H/6 At+Ab+4Am

107.56For 1 Unit 107.56

5

For G.F.

From footing top to plinth level

Group-A 300x230mm) 1 x 10 0.30 0.23 1.75 1.21

Group-B (450x230mm) 1 x 45 0.45 0.23 1.65 7.68

Group-C (350x350mm) 1 x 4 1.20 0.60 1.75 5.04

Group-D (830x230mm) 1 x 27 0.83 0.23 1.55 7.99

Group-E (230x230mm) 1 x 19 0.23 0.23 1.75 1.76

Plinth to slab

Group-A 300x230mm) 1 x 10 0.30 0.23 4.50 3.11

Group-B (450x230mm) 1 x 45 0.45 0.23 4.50 20.96

Group-C (350x350mm) 4 x 0.79 0.35 0.35 4.50 1.74

Group-D (830x230mm) 1 x 27 0.83 0.23 4.50 23.19

Group-E (230x230mm) 1 x 19 0.23 0.23 4.50 4.52

77.20

For 1 Unit 77.20

Providing and casting in situ cement concrete of M20 grade of trap / granite /quartzite/ gneiss metal for

R.C.C. columns as per detailed design and drawings or as directed, including steel centering, plywood/s

formwork, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum

thickness to give a smooth and even surface or roughening the surface if special finish is to be providedcuring etc. complete. Including use of plastisizer wherever necessary as directed by Engineer (Excludi

reinforcement, including cover block). The Cement Mortar 1:3 plaster is considered for rendering uneve

honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.

(Wooden centering will not be allowed)

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6

Below the Groung Level Beams

PB 2.1,6.1,1.1,7.1 4 x 1 1.88 0.33 - 2.48

PB 1.2,8.2 2 x 1 0.78 0.33 - 0.51

PB 9.1,11.1 2 x 1 3.28 0.33 - 2.16

PB 9.2,12.2 2 x 1 2.33 0.33 - 1.54

PB 21.1, 31.1 2 x 1 1.00 0.33 - 0.66PB

21.2,35.2,41.2,47.2,53.2,59.2,32.2,40.2,46.2

,52.2,58.2,64.2

12 x 1 1.38 0.33 - 5.46

PB 67.2,77.293.1,94.1 4 x 1 0.50 0.33 - 0.66

PB 78.2,79.2,93.2,94.2, 4 x 1 1.69 0.33 - 2.23

PB 80.1,90.1 2 X 1 0.55 0.33 - 0.36

PB 91.1,92.1 2 X 1 2.92 0.33 - 1.93

PB 96.1,97.1,98.1, 3 x 1 1.68 0.33 - 1.66

PB 99.1,,101.1 2 x 1 1.72 0.33 - 1.14

PB100.1 1 x 1 1.60 0.33 - 0.53

PB 3.1 1 x 1 4.20 0.33 - 1.39

PB 4.2 ,5.2 2 x 1 3.13 0.33 - 2.07PB 16.2,17.2 2 x 1 0.50 0.33 - 0.33

PB 25.1,27.1 2 x 1 1.78 0.33 - 1.17

PB 24.1,28.1 2 x 1 0.60 0.33 - 0.40

PB24.2,29.2,65.2,75.2 4 x 1 1.38 0.33 - 1.82

PB 33.2,34.2 2 x 1 0.50 0.33 - 0.33

PB 37.2,43.2,49.2,55.2,38.2,44.2,50.2,56.28 x 1 1.38 0.33 - 3.64

PB 69.1,74.1 2 x 1 0.25 0.33 - 0.17

PB 70.1,71.1 2 X 1 1.68 0.33 - 1.11

PB 72.1,73.1 1 X 1 1.72 0.33 - 0.57

PB 73.1 1 X 1 1.60 0.33 - 0.53

PB 61.2,77.2 2 X 1 0.30 0.33 - 0.20Beam for Ramp 1 x 2 1.50 0.33 - 0.99

Beam for Duct 1 x 8 0.60 0.33 - 1.58

1 x 4 0.37 0.33 - 0.49

1 X 2 1.31 0.33 - 0.86

1 x 2 1.81 0.33 - 1.19

1 x 2 0.37 0.33 - 0.24

For Porch 1 x 2 2.90 0.33 - 1.91

1 x 2 2.20 0.33 - 1.45

43.76

For 1 Unit 43.76

7

Masonary at Foundation Plinth Height = 0.75 m

PB 2.1,6.1,1.1,7.1 4 x 1 3.38 0.23 0.90 2.80

PB 1.2,8.2 2 x 1 1.78 0.23 0.90 0.74

PB 9.1,11.1 2 x 1 4.78 0.23 0.90 1.98

PB 9.2,12.2 2 x 1 4.28 0.23 0.90 1.77

PB 21.1, 31.1 2 x 1 2.00 0.23 0.90 0.83

Providing and laying 50 mm thick layers in C.M. 1:8 belowe plinth beam including floating, watering, curi

and levelling and ramming the bed if necessary before laying the layer etc, complete.

Providing 2nd class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 infoundations and plinth of inner walls/in plinth of external walls including bailing out water, striking joints

unexposed faces, racking out joints on exposed faces and watering complete.

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PB

21.2,35.2,41.2,47.2,53.2,59.2,32.2,40.2,46.2

,52.2,58.2,64.2

12 x 1 2.88 0.23 0.90 7.15

PB 67.2,77.293.1,102.1 4 x 1 1.58 0.23 0.90 1.31

PB 78.2,79.2,93.2,94.2, 4 x 1 3.49 0.23 0.90 2.89

PB 80.1,90.1 2 X 1 2.05 0.23 0.90 0.85

PB 91.1,92.1 2 X 1 4.42 0.23 0.90 1.83

PB 96.1,97.1,98.1, 3 x 1 3.18 0.23 0.90 1.97PB 99.1,,101.1 2 x 1 3.22 0.23 0.90 1.33

PB100.1 1 x 1 3.10 0.23 0.90 0.64

PB 4.2 ,5.2 2 x 1 4.78 0.23 0.90 1.98

PB 16.2,17.2 2 x 1 1.50 0.23 0.90 0.62

PB 25.1,27.1 2 x 1 3.28 0.23 0.90 1.36

PB 24.1,28.1 2 x 1 1.60 0.23 0.90 0.66

PB24.2,29.2,65.2,75.2 4 x 1 2.88 0.23 0.90 2.38

PB 33.2,34.2 2 x 1 0.50 0.23 0.90 0.21

PB 37.2,43.2,49.2,55.2,38.2,44.2,50.2,56.28 x 1 2.88 0.23 0.90 4.77

PB 69.1,74.1 2 x 1 1.75 0.23 0.90 0.72PB 70.1,71.1 2 X 1 3.18 0.23 0.90 1.32

PB 72.1,73.1 1 X 1 3.22 0.23 0.90 0.67

PB 73.1 1 X 1 3.10 0.23 0.90 0.64

PB 61.2,62.2 2 X 1 1.30 0.23 0.90 0.54

Beam for Duct 1 x 8 0.60 0.115 0.90 0.50

1 x 4 0.37 0.115 0.90 0.15

1 X 2 1.31 0.115 0.90 0.27

1 x 2 1.81 0.115 0.90 0.37

1 x 2 0.37 0.115 0.90 0.08

Steps 1 x 4 3.00 1.50 0.15 2.70

1 x 4 3.00 1.20 0.15 2.16

1 x 4 3.00 0.900.15 1.621 x 4 3.00 0.60 0.15 1.08

1 x 4 3.00 0.30 0.15 0.54

51.43For 1 Unit 51.43

8

Beams at Plinth Level

PB 2.1,6.1,1.1,7.1 4 x 1 3.38 0.23 0.30 0.93

PB 1.2,8.2 2 x 1 1.78 0.23 0.23 0.19

PB 9.1,11.1 2 x 1 4.78 0.23 0.50 1.10

PB 9.2,12.2 2 x 1 4.28 0.23 0.45 0.89

PB 21.1, 31.1 2 x 1 2.00 0.23 0.23 0.21

PB

21.2,35.2,41.2,47.2,53.2,59.2,32.2,40.2,46.2

,52.2,58.2,64.2

12 x 1 2.88 0.23 0.30 2.38

Providing and casting in situ cement concrete of M20 grade of trap / granite /quartzite /gneiss metal for R.C.

beams and lintels as per detailed design and drawings or as directed,including steel centering, plywood/steel

formwork steel props, compaction, finishing uneven and honeycombed surface with C.M.1:3 of sufficient mini

thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc.

complete. Including use of plastisizer wherever necessary as directed by Engineer-In-charge (Excluding

reinforcement, including cover block). The Cement Mortar 1:3 plaster is considered for rendering uneven and

honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wood

centering will not be allowed)

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PB 67.2,77.2,93.1,102.1 4 x 1 1.58 0.23 0.23 0.33

PB 78.2,79.2,93.2,94.2, 4 x 1 3.49 0.23 0.45 1.44

PB 80.1,90.1 2 X 1 2.05 0.23 0.23 0.22

PB 91.1,92.1 2 X 1 4.42 0.23 0.45 0.91

PB 96.1,97.1,98.1, 3 x 1 3.18 0.23 0.30 0.66

PB 99.1,,101.1 2 x 1 3.22 0.23 0.30 0.44

PB100.1 1 x 1 3.10 0.23 0.30 0.21

PB 3.1 1 x 1 6.00 0.23 0.50 0.69PB 4.2 ,5.2 2 x 1 4.78 0.23 0.50 1.10

PB 16.2,17.2 2 x 1 1.50 0.23 0.23 0.16

PB 25.1,27.1 2 x 1 3.28 0.23 0.30 0.45

PB 24.1,28.1 2 x 1 1.60 0.23 0.23 0.17

PB24.2,29.2,65.2,75.2 4 x 1 2.88 0.23 0.30 0.79

PB 33.2,34.2 2 x 1 0.50 0.23 0.23 0.05

PB 37.2,43.2,49.2,55.2,38.2,44.2,50.2,56.2 8 x

1

2.88 0.23 0.30

1.59

PB 69.1,74.1 2 x 1 1.75 0.23 0.23 0.19

PB 70.1,71.1 2 X 1 3.18 0.23 0.30 0.44

PB 72.1 1 X 1 3.22 0.23 0.30 0.22

PB 73.1 1 X 1 3.10 0.23 0.30 0.21PB 61.2,62.2 2 X 1 1.30 0.23 0.23 0.14

For Porch 1 x 2 5.00 0.23 0.50 1.15

1 x 2 4.00 0.23 0.50 0.92

Internal beams at Plinth level

PB 2.2,7.2 1 x 2 5.00 0.23 0.50 1.15

PB 10.2,11.2 1 x 2 2.77 0.23 0.30 0.38

PB 13.1, 19.1 1 x 2 2.21 0.23 0.23 0.23

PB13.2 , 20.2 1 x 2 1.50 0.23 0.23 0.16

PB14.15.1,17.1,18.1 1 X 4 3.05 0.23 0.30 0.84

PB 22.1 , 30.1 1 x 2 2.27 0.23 0.23 0.24PB

35.1,41.1,47.1,53.1,59.1,67.1,76.1,63.1,57.1,51.

1,45.1,39.1

1 x 12 4.50 0.23 0.45 5.59

PB 78.1,78.3,78.5,89.1,89.3,89.5 1 x 6 2.05 0.23 0.23 0.65

PB 81.1,81.3,, 94.1,94.3 1 x 4 4.42 0.23 0.45 1.83

PB 81.2,89.2 1 x 2 3.49 0.23 0.45 0.72

PB 82.2,83.2,84.2,85.2,86.2,87.2,88.2 1 x 7 4.78 0.23 0.50 3.85

PB

15.2,36.1,42.1,48.1,54.1,60.1,65.1,69.2,70.2,71.

2,72.2,73.2,74.2,75.1,66.1,62.1,56.1,50.1,44.1,3

8.1,18.2,65.1

1 x 21 1.50 0.23 0.23 1.67

PB 23.1, 29.1 1 x 2 4.12 0.23 0.45 0.85

PB 82.1,83.1,84.1 1 X 3 3.18 0.23 0.30 0.66

PB 85.1,87.1 1 X 2 3.22 0.23 0.30 0.44

PB 86.1 1 X 1 3.10 0.23 0.30 0.21PB 23.2,30.2,42.2,45.2,54.2,57.2 1 X 6 2.56 0.23 0.30 1.06

PB 36.2,39.2,48.2,51.2,60.2,63.2 1 X 6 2.77 0.23 0.30 1.15

Tiolet 1 x 8 1.20 0.15 0.23 0.33

Beam for Ramp 1 x 2 1.50 0.23 0.23 0.16

Beam for Duct 1 x 8 0.60 0.23 0.23 0.25

1 x 4 0.37 0.23 0.23 0.08

1 X 2 1.31 0.23 0.23 0.14

1 x 2 1.81 0.23 0.23 0.19

1 x 2 0.37 0.23 0.23 0.04

Total Quantity for Plinth Beams = 41.05

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B) Beams at Lintel Level

LB 2.1,6.1,1.1,7.1 4 x 1 3.38 0.23 0.23 0.72

LB 1.2,8.2 2 x 1 1.78 0.23 0.23 0.19

LB 9.1,11.1 2 x 1 4.78 0.23 0.23 0.51

LB 9.2,12.2 2 x 1 4.28 0.23 0.23 0.45

LB 21.1, 31.1 2 x 1 2.00 0.23 0.23 0.21

LB

21.2,35.2,41.2,47.2,53.2,59.2,32.2,40.2,46.2

,52.2,58.2,64.2

12 x 1 2.88 0.23 0.23

1.83

LB 67.2,77.2,93.1,102.1 4 x 1 1.58 0.23 0.23 0.33

LB 78.2,79.2,93.2,94.2, 4 x 1 3.49 0.23 0.23 0.74

LB 80.1,90.1 2 X 1 2.05 0.23 0.23 0.22

LB 91.1,92.1 2 X 1 4.42 0.23 0.23 0.47

LB 96.1,97.1,98.1, 3 x 1 3.18 0.23 0.23 0.50

LB 99.1,,101.1 2 x 1 3.22 0.23 0.23 0.34

LB100.1 1 x 1 3.10 0.23 0.23 0.16

LB 4.2 ,5.2 2 x 1 4.78 0.23 0.23 0.51

LB 16.2,17.2 2 x 1 1.50 0.23 0.23 0.16

LB 25.1,27.1 2 x 1 3.28 0.23 0.23 0.35

LB 24.1,28.1 2 x 1 1.60 0.23 0.23 0.17

LB24.2,29.2,65.2,75.2 4 x 1 2.88 0.23 0.23 0.61

LB 33.2,34.2 2 x 1 0.50 0.23 0.23 0.05LB 37.2,43.2,49.2,55.2,38.2,44.2,50.2,56.2 8 x 1 2.88 0.23 0.23 1.22

LB 69.1,74.1 2 x 1 1.75 0.23 0.23 0.19

LB 70.1,71.1 2 X 1 3.18 0.23 0.23 0.34

LB 72.1 1 X 1 3.22 0.23 0.23 0.17

LB 73.1 1 X 1 3.10 0.23 0.23 0.16

LB 61.2,62.2 2 X 1 1.30 0.23 0.23 0.14

LB 16.2,17.2 2 X 1 1.50 0.23 0.23 0.16

LB 10.2,11.2 1 x 2 2.77 0.23 0.23 0.29

LB 13.1, 19.1 1 x 2 2.21 0.23 0.23 0.23

LB13.2 , 20.2 1 x 2 1.50 0.23 0.23 0.16

LB14.1,15.1,17.1,18.1 1 X 4 3.05 0.23 0.23 0.65

LB 22.1 , 30.1 1 x 2 2.27 0.23 0.23 0.24

LB 41.1,53.1,67.1,76.1,57.1,45.1 1 x 6 4.50 0.23 0.23 1.43

LB 78.1,78.5 ,89.1,89.5 1 x 4 2.05 0.23 0.23 0.43

LB 81.1,81.3,, 94.1,94.3 1 x 4 4.42 0.23 0.23 0.94

LB 81.2,89.2 1 x 2 3.49 0.23 0.23 0.37

LB 82.2,83.2,85.2,88.2 1 x 4 4.78 0.23 0.23 1.01

LB 82.1,83.1,84.1 1 X 3 3.18 0.23 0.23 0.50

LB 85.1,87.1 1 X 2 3.22 0.23 0.23 0.34

LB 86.1 1 X 1 3.10 0.23 0.23 0.16

LB 23.2,30.2,42.2,45.2,54.2,57.2 1 X 6 2.56 0.23 0.23 0.81LB 36.2,39.2,48.2,51.2,60.2,63.2 1 X 6 2.77 0.23 0.23 0.88

Toilet block 1 x 8 1.20 0.15 0.15 0.22

Beam for Duct 1 x 12 0.60 0.115 0.15 0.12

1 x 4 0.60 0.115 0.15 0.04

1 x 4 1.31 0.115 0.15 0.09

For Porch 1 x 2 5.00 0.23 0.23 0.53

1 x 2 4.00 0.23 0.23 0.42

Total Quantity for Lintel Beams = 20.76

C) beams at Slab Level

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SB 2.1,6.1,1.1,7.1 4 x 1 3.38 0.23 0.30 0.93

SB 1.2,8.2 2 x 1 1.78 0.23 0.23 0.19

SB 9.1,11.1 2 x 1 4.78 0.23 0.50 1.10

SB 9.2,12.2 2 x 1 4.28 0.23 0.45 0.89

SB 21.1, 31.1 2 x 1 2.00 0.23 0.23 0.21

SB

21.2,35.2,41.2,47.2,53.2,59.2,32.2,40.2,46.2

,52.2,58.2,64.2

12 x 1 2.88 0.23 0.30 2.38

SB 67.2,77.293.1,102.1 4 x 1 1.58 0.23 0.23 0.33

SB 78.2,79.2,93.2,94.2, 4 x 1 3.49 0.23 0.45 1.44

SB 80.1,90.1 2 X 1 2.05 0.23 0.23 0.22

SB 91.1,92.1 2 X 1 4.42 0.23 0.45 0.91

SB 96.1,97.1,98.1, 3 x 1 3.18 0.23 0.30 0.66

SB 99.1,,101.1 2 x 1 3.22 0.23 0.30 0.44

SB100.1 1 x 1 3.10 0.23 0.30 0.21

SB 3.1 1 x 1 6.00 0.230 0.50 0.69

SB 4.2 ,5.2 2 x 1 4.78 0.23 0.50 1.10

SB 16.2,17.2 2 x 1 1.50 0.23 0.23 0.16

SB 25.1,27.1 2 x 1 3.28 0.23 0.30 0.45

SB 24.1,28.1 2 x 1 1.60 0.23 0.23 0.17SB24.2,29.2,65.2,75.2 4 x 1 2.88 0.23 0.30 0.79

SB 33.2,34.2 2 x 1 0.50 0.23 0.23 0.05

SB 37.2,43.2,49.2,55.2,38.2,44.2,50.2,56.2 8 x

1

2.88 0.23 0.30

1.59

SB 69.1,74.1 2 x 1 1.75 0.23 0.23 0.19

SB 70.1,71.1 2 X 1 3.18 0.23 0.30 0.44

SB 72.1 1 X 1 3.22 0.23 0.30 0.22

SB 73.1 1 X 1 3.10 0.23 0.30 0.21

SB 61.2,77.2 2 X 1 1.30 0.23 0.23 0.14

SB 2.2,7.2 1 x 2 5.00 0.23 0.50 1.15

SB 10.2,11.2 1 x2 2.77 0.23 0.30

0.38SB 13.1, 19.1 1 x 2 2.21 0.23 0.23 0.23

SB13.2 , 20.2 1 x 2 1.50 0.23 0.23 0.16

SB14.15.1,17.1,18.1 1 X 4 3.05 0.23 0.23 0.65

SB 22.1 , 30.1 1 x 2 2.27 0.23 0.23 0.24SB

35.1,41.1,47.1,53.1,59.1,67.1,76.1,63.1,57.1,51.

1,45.1,39.1

1 x 12 4.50 0.23 0.45 5.59

SB 78.1,78.3,78.5,89.1,89.3,89.5 1 x 6 2.05 0.23 0.23 0.65

SB 81.1,81.3,, 94.1,94.3 1 x 4 4.42 0.23 0.45 1.83

SB 81.2,89.2 1 x 2 3.49 0.23 0.45 0.72

SB 82.2,83.2,84.2,85.2,86.2,87.2,88.2 1 x 7 4.78 0.23 0.50 3.85

SB

15.2,36.1,42.1,48.1,54.1,60.1,65.1,69.2,70.2,71.2,72.2,73.2,74.2,75.1,66.1,62.1,56.1,50.1,44.1,3

8.1,18.2

1 x 21 1.50 0.23 0.23 1.67

SB 23.1, 29.1 1 x 2 4.12 0.23 0.45 0.85

SB 82.1,83.1,84.1 1 X 3 3.18 0.23 0.30 0.66

SB 85.1,87.1 1 X 2 3.22 0.23 0.30 0.44

SB 86.1 1 X 1 3.10 0.23 0.30 0.21

SB 23.2,30.2,42.2,45.2,54.2,57.2 1 X 6 2.56 0.23 0.30 1.06

SB 36.2,39.2,48.2,51.2,60.2,63.2 1 X 6 2.77 0.23 0.30 1.15

Tiolet 1 x 8 1.20 0.15 0.23 0.33

Beam for Duct 1 x 8 0.60 0.23 0.23 0.25

1 x 4 0.37 0.23 0.23 0.08

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1 X 2 1.31 0.23 0.23 0.14

1 x 2 1.81 0.23 0.23 0.19

1 x 2 0.37 0.23 0.23 0.04

For Porch 1 x 2 5.00 0.23 0.50 1.15

1 x 2 4.00 0.23 0.50 0.92

Total Quantity for Floor Beams = 40.70

Total Quantity for Beams = 102.51

For 1 Unit 102.51

9

Quantity Available at Site as per It. No. 1 a 879.79

b 232.61

Total Quantity available at site 1112.40

------AQty of strutures -

Soling 11 49.37

PCC 2 49.37

Footing 4 107.56

Column upto GL vide It.No. 5Group-A 1 x 10 0.30 0.23 1.00 0.69

Group-B 1 x 45 0.45 0.23 0.90 4.19

Group-C 1 x 4 1.20 0.60 1.00 2.88Group-D 1 x 27 0.83 0.23 0.80 4.12

Group - E 1 x 19 0.23 0.23 1.00 1.01

Qyuantity avalable after back fill = 219.19

50% Servicable Qty available after back filling 109.60For 1 Unit 109.60

10



1 x 2 2.13 1.73 0.43 3.13

Office Area 1 x 6 4.50 6.00 0.43 68.85

Xerox Room 1 x 1 3.18 5.00 0.43 6.76

Canteen 1 x 1 6.59 5.00 0.43 14.00

Meeting Hall 1 x 1 10.00 5.00 0.43 21.25Corridor 1 x 2 18.92 1.50 0.43 24.12

1 x 2 9.52 1.50 0.43 12.14


rear side 1 x 1 20.69 1.50 0.43 13.19

1 x 2 5.75 1.68 0.43 8.21

1 x 2 4.70 1.68 0.43 6.71


Toilet 1 x 2 4.00 1.90 0.43 6.46

1 x 2 4.00 1.80 0.43 6.12

Total Qty reqd for filling plinth 251.12

Filling in plinth and floors with contractors approved material / murum / stone dust in 15cm. to 20cm. la

including watering and compaction complete.

Filling in plinth and floors with approved excavated materials in 15 cm. to 20 cm. layers including wateri

and compaction complete.

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Excavated Qty utilised for plinth filling 109.60

Total Qty for Plinth Filling 141.53

For Rain Water Harvesting 0 x 2 3.00 x 2.00 0.5 0.00

Net Qty 141.53

For 1 Unit 141.53

11

Column Group A 1 x 10 1.60 1.70 0.15 4.08

Column Group B 1 x 45 1.80 2.10 0.15 25.52

Column Group C 1 x 4 1.80 2.10 0.15 2.27

Column Group D 1 x 27 1.80 2.40 0.15 17.50

Column Group D 1 x 19 1.60 1.60 0.15 7.30

Plinth Protection-

Front portion 1 x 2 16.71 1.00 0.15 5.01Rear portion 1 x 1 48.95 1.00 0.15 7.34

RHS & LHS portion 1 x 2 32.45 1.00 0.15 9.74

Inner Side - 1 x 1 85.79 1.00 0.15 12.87

Below Flooring



1 x 2 2.13 1.73 0.15 1.11

Office Area 2 x 6 2.88 6.00 0.15 31.10

Xerox Room 1 x 1 3.18 5.00 0.15 2.39

Canteen 1 x 2 3.18 5.00 0.15 4.77

Meeting Hall 1 x 3 3.22 5.00 0.15 7.25Corridor 1 x 2 18.92 1.50 0.15 8.51

1 x 2 9.52 1.50 0.15 4.28


rear side 1 x 1 20.69 1.50 0.15 4.66

1 x 2 5.75 1.68 0.15 2.90

1 x 2 4.70 1.68 0.15 2.37



1 x -2 4.12 0.23 0.15 -0.28

Tiolet 1 x 2 4.42 3.60 0.15 4.77

1 x 2 2.05 3.60 0.15 2.21

for Court yard 1 x 1 12.03 9.36 0.15 16.89Drain around Plinth Protection

Outer side 1 x 1 147.27 0.90 0.15 19.88

Inner side 1 x 1 85.79 0.90 0.15 11.58

235.81

For 1 Unit 235.81

Providing soling using 80 mm size granite / quartzite / gneiss / trap metal in 15 cm. layer including handpacking filling voids with sand / grit, ramming, watering etc complete.

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12

Bedding for Flooing with Nomonal Reinforcement



1 x 2 2.13 1.73 0.10 0.74

Office Area 2 x 6 2.88 6.00 0.10 20.74

Xerox Room 1 x 1 3.18 5.00 0.10 1.59

Canteen 1 x 2 3.18 5.00 0.10 3.18

Meeting Hall 1 x 3 3.22 5.00 0.10 4.83

Corridor 1 x 2 18.92 1.50 0.10 5.68

1 x 2 9.52 1.50 0.10 2.86


rear side 1 x 1 20.69 1.50 0.10 3.10

1 x 2 5.75 1.68 0.10 1.93

1 x 2 4.70 1.68 0.10 1.58



1 x -2 4.12 0.23 0.10 -0.19

Tiolet 1 x 2 4.42 3.60 0.10 3.18

1 x 2 2.05 3.60 0.10 1.48

63.90For 1 Unit 63.90

13

For G.F.

PB 2.1,6.1,1.1,7.1 1 x 4 3.38 0.23 3.60 11.19

PB 1.2,8.2 1 x 2 1.78 0.23 3.60 2.95

PB 9.1,11.1 1 x 2 4.78 0.23 3.60 7.92

PB 9.2,12.2 1 x 2 4.28 0.23 3.60 7.09

PB 21.1, 31.1 1 x 2 2.00 0.23 3.60 3.31

PB

21.2,35.2,41.2,47.2,53.2,59.2,32.2,40.2,46.2

,52.2,58.2,64.2

1 x 12 2.88 0.23 3.60 28.62

PB 67.2,77.2,93.1,94.1 1 x 4 1.58 0.23 3.60 5.23

PB 78.2,79.