Rev.angamnwadi Estimate New Plan Gi Roof 1011 Cement Steel New Rate Wag Roa Check

8/3/2019 Rev.angamnwadi Estimate New Plan Gi Roof 1011 Cement Steel New Rate Wag Roa Check

1/19

Estimated Cost 400000.00

2010-2011AHMEDNAGAR ZILLA PARISHAD AHMEDNAGAR

Z.P.(P.W.) Sub-Dn. AkoleName of Work :- Construction of AganwadiBuilding______________________Tal. Akole Dist .

Ahmednager


2/19

Sanction estimate No.

Fund Head

Major Head

Minor Head

Service Head

Rs.

Adm. App. Under Adminstrtively Approved by C.E.O.Z.P.Ahmednagar.No. Vide No:- Date

Executive Engineer Z.P.P.W.North Division AhmednagarDate Date

Estimate prepared by Shri. J. B. Shinde Jr. Engr.

Checked by Shri. P. N. Wakchaure, Sect. Engr.

Authority

Technical. Sanctioned

Under No.

As per Above Sanctioned Adminstrative Approval by

C.E.O.Z.P.AhmednagarGENERAL DESCRIPTION

400000.00

Estimate framed in the office of the Deputy Engineer,Zilla Parishad (P. W.) Sub-Dn.

Akole and the probable expeses that will be incurred in

Name of Work :- Construction of Aganwadi Building______________________Tal.

Akole Dist . Ahmednager

AHMEDNAGAR ZILLA PARISHAD AHMEDNAGAR

E S T I M A T E

N f W k C t ti f A di B ildi T l


3/19

1 Rs. 399670.002) Rs. 330.00

Total Rs. 400000.00

GrandTotal Rs. Rs. 400000.00

Say Rs. 400000.00

Prepared by

Deputy EngineerZ.P.(P.W.) Sub-Dn. Akole

Name of Work :- Construction of Aganwadi Building______________________Tal.

Akole Dist . Ahmednager

RECAPULATION SHEET

Work Portion

Sect. Engr.

Contegencies

ENERAL DE RIPTI N


4/19

400000.00

3) Plinth :-Plinth level is proposed 0.60 m from avg. ground

level.RCC M 15 coping & U.C.R. masonary of 0.45 m thk.in plinth in C.M.

1:6 is proposed.

4) Superstructure :- BB masonary using second class burnt bricks

of 0.23 m thk. In 1:6.

11) D S R Addopted :- While preparing this estimate rates are taken

7) Flooring :- Ceramic tiles of approved quality and size, 7 mmthick for flooring & W.C. with glazed tiles.

8)Internal plaster :- 12mm tk. Singel coat cement plaster with neeru

finish in C:M 1:4 is proposed.

9)External plaster :- For external plaster 20mm tk in two coats

without neeru finish in C:M 1:4 is proposed.10) Painting :- For internal washable oil bound distemper of

approved colour with two coats of waterproof cement paint is proposed.

5)Doors & Windows :- For door steel frame of angle 50 x 50 x 6mm

.and plain planked door shutter W. C. are proposed. For window steelwindow with welded square bars is provided & RCC Jali for WC/Urinal

6) Roof:- Truss of structural steel with M. S. angel 65mmx65mmx6mm

Tie Beam & other members of trusses of structural steel with

50mmx50mmx6mm used. Roofing C.G.I.sheet of 80mm thickness

(22B.W.G.).is proposed.

ENERAL DE RIPTI N

.

Name of Work :- Construction of Aganwadi Building______________________Tal. Akole

Dist . Ahmednager

Type of structure : -Load Bearing structure.

PROVISIONS MADE IN THE ESTIMATE AS BELOW

1) Administrative approval :- a) Chief Executive Officer Z . P.Ahmednagar vide order No. Ahmednager Dt.

/ /2011

2) Foundation :- For foundation P.C.C, 1:4:8 of 0.15 m thk for

levelling course , UCR Masonary in 1:6 for foundation

Name of Work : Construction of Aganwadi Building Tal Akole


5/19

Qty. Unit Item of work Rate Per Amount

20.22 CuM Item No. 1:- Excavation for foundation in earth, soil of all

types, sand, gravel and soft murum, including removingthe excavated material up to a distance of 50 m.beyond

the building area and stacking and spreading as

directed, dewatering, preparing the bed for the foundation

and necessary backfilling, ramming, watering including

shoring and strutting etc. complete. Spec.No. : Bd.A.1

Page No. 259 (Lift upto 1.5 m.)

80.90 CuM 1635.50

D.S.R.Page 6,Item No 1

9.66 CuM Item No. 2:- Excavation for foundation in hard murum

including removing the excavated material upto distance

of 50 metres beyond the building area and stacking and

spreading as directed, dewatering, prepar-ing the bed for

the foundation and necessary backfilling, ramming,

watering including shoring and strutting etc. complete.(

Lift upto 1.50 m) Spec.No. : Bd.A.2 Page No. 259

91.98 CuM 888.38


7.55 CuM Item No. 3:- 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

manually, formwork, compacting, covering newly laid

concrete by gunny bag, plastic or tarpaulin, curing etc.

complete. (Wooden planks/ shuttering will not beallowed) Spec.No. : Bd.E.1 Page No. 287

2305.72 CuM 17414.67


23.22 CuM Item No. 4:- Providing uncoursed rubble masonry of trap/

granite/ quartzite/ gneiss stones in cement mortar 1:6 in

foundations and plinth of inner walls/in plinth of external

walls including bailing-out water manually, striking joints

on unexposed faces and watering complete.Spec.No. :

Bd.H.1 Page No. 329

1459.51 CuM 33895.17


2.51 CuM Item No. 5:- Providing and casting in situ cement

concrete of M20 grade of trap granite/quartzite/gneiss

metal for R.C.C. coping to plinth or parapet and sills of

doors and windows moulded as per detailed designs and

drawings or as directed including centering, formwork of

steel, compaction, covering newly laid concrete by gunnybag, plastic or tarpaulin, finishing the formed surface with

cement mortar 1:3 of sufficient minimum thickness to

give a smooth and even surface or roughening if special

finish is to be provided and curing etc complete

4748.69 CuM 11898.31

Name of Work :- Construction of Aganwadi Building______________________Tal. Akole

Dist . Ahmednager

ABSTRACT

Qty Unit Item of work Rate Per Amount


6/19


1.29 CuM Item No. 11:-Providing and casting in situ cement

concrete of M 20 grade of trap granite/quartzite/gneiss

metal for R.C.C. beams and lintels as per detailed

designs and drawings or as directed including centering,

formwork of plywood / steel, compaction, covering newly

laid concrete by gunny bag, plastic or tarpaulin, finishing

the formed surface with cement mortar 1:3 of sufficientminimum thickness to give a smooth and even surface or

roughening if special finish is to be provided and curing

etc. complete. (Excluding reinforcement. The cement

mortar 1:3 plaster is con-sidered for rendering uneven

and honeycombed surface only. Wooden

planks/shuttering will not be allowed) Spec. No.: Bd.F.6

Pa e No. 300 /IS 456:2000

6351.91 CuM 8178.34

D.S.R.Page 17,Item No 3 0.24 CuM Item No. 12:-Providing and casting in situ cement

concrete of M20 grade of trap granite/quartzite/gneiss

metal for R.C.C. chhajja as per detailed designs and

drawings or as directed including centering, formwork of

steel, compaction, covering newly laid concrete by gunny

bag, plastic or tarpaulin, finishing the formed surface with

cement mortar 1:3 of sufficient minimum thickness to

give a smooth and even surface or roughening if special

finish is to be provided and curing etc. complete.

(Excluding reinforcement. The cement mortar 1:3 plaster

is considered for rendering uneven and honeycombed

surface only. Wooden planks/shuttering will not be

allowed)Spec.No. : Bd.F.9 Page No. 303 /IS 456:2000

6436.56 CuM 1520.64

D.S.R.Page 19,Item No 7 15.50 Rm Item No.13:-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.

6523:1983 with polymeric blocks having screw holding

capacity of 250 kg / screw fixed in position in R.C.C.

frame as per requirment and as per specifications without

fan light including holdfasts, carting and erecting inposition and two coats of oil paints etc. complete.

Spec.No.: As directed by Engineer in charge.

387.89 Rm 6012.26


1.58 SqM Item No.14:-Providing and fixing mild steel angle frames

of approved standard rolled section M.S. angle 50mm x

50mm x 6mm for doors with / without ventilators

including hold fasts, hinges welded to frames and 2 coats

of oil paint etc. complete. Additional item. Spec.No. Asdirected by Engineer in charge.

702.63 SqM 1106.64


7.88 SqM Item No. 15:-Providing and fixing solid core flush door in

single leaf 35 mm thick as per detailed drawing approved

2127.84 SqM 16756.74



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99.13 SqM Item No. 21:-Providing and applying two coats of water

proof cement paint of approved manufacture and of

approved colour to the plastered surfaces including

scaffolding if necessary, excluding primer coat cleaning

and preparing the surface, watering for two days

complete. (Sample and brand is to be got approved from

Executive Engineer before use) Spec.No. : Bd.O.8 PageNo. 406

24.38 SqM 2416.84


144.23 SqM Item No. 22:- Providing & applying washable oil-bound

distemper of approved colour and shade to old & new

surfaces in two coats including scaffolding, preparing the

surfaces. (excluding the primer coat.) complete. Spec.No.

: Bd.P.5 Page No. 413

27.71 SqM 3996.16


6.00 SqM Item No. 23:- Providing and fixing steel windows of

various sizes as per de-tailed 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 panes of approved type and quality, all fixtures and

fas-tenings without teak wood boxing, and architravesand finishing with one coat of primer complete. Spec.No.

: Bd.T.53 Page No. 509

2704.13 SqM 16224.78


0.54 SqM Item No. 24:-Providing and fixing in position after

hoisting, precast 1:2 cement mortar reinforced Jali of

____ mm thickness of approved design fixing in cement

mortar 1:3 and curing complete (including 3mm diametermild steel bar reinforcement).i) 50mm thick Spec.No. :

Bd.F.19 Page No. 307

475.44 SqM 256.74


2.07 SqM Item No. 25:- Providing and fixing white glazed tiles

200mm. x 100mm. in size and about 5 to 6 mm thick for

dado and skirting in required position on plaster of 1:4

cement mortar and neat cement float including filling

joints with white cement slurry curing and cleaning

complete. Spec.No. : As directed by Engineer in charge.

933.10 SqM 1931.51


41.99 SqM Item No. 26:- Providing and fixing ceramic tiles of

approved quality and size, 7 mm thick for flooring in

required position laid on a bed of 1:4 cement mortar

including cement float, filling joint with white / colourcement slurry, cleaning, curing complete. Additional Item

Spec. No. : As directed by Engineer in charge.

824.60 SqM 34625.26


0 81 SqM Item No 27:- Providing and laying white glazed tiles 887 07 SqM 718 52 Qty. Unit Item of work Rate Per Amount


8/19

y

1.00 No Item No. 33:- 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,

without flushing cistern with flush cock and necessary

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 flow pipe with mosquito

proof cou-pling, 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.)Add. Spec.: As

directed by Enginner incharge

693.46 No 693.46

D.S.R.Page 289,Item No 702/441

4.00 Rm Item No. 34:-Providing and fixing 110 mm diameter,

UPVC soil/vent/ waste SWR pipe/Rain water pipes of

required diameter conforming to IS 13592 and IS 4985 to

with stand 2.5 kg/cm2 including necessary fixtures and

fittings such as bends, tees, single junction, double and

joining with rubber and lubricants on wall by means of

clips or in ground including necessary excavation, layingfilling trench-es, testing etc. complete. Spec.No. : As

directed by En-gineer in charge.

193.94 Rm 775.78


1.00 No Item No. 35:- Providing & constructing Brick Masonry

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

concrete foundation 1:2:4 cement concrete channels half

round G.S.W.pipes, Brick Masonry, plastering frominside and airtight With R.C.C. raft in B.C. soil area

including cost of reinforcement. complete.Spec.No. :

Bd.V.43 Page No. 574

1758.79 No 1758.79


1.00 No Item No. 36:- Providing and fixing hume pipe septic tank

900mm diameter with vent pipe and cap including

necessary (excluding excavation and laying)Spec.No. :Bd.V.45 Page No. 574

5403.83 No 5403.83


0.73 CuM Item No. 37:- Providing and constructing soak pit of

specified size as per detailed drawing including

excavation, hollow brick masonry, filling with the brick-

bats etc. complete. Spec.No. : Bd.V.46 Page No. 576

502.04 CuM 365.99


0.54 SqM Item No. 38:- Supplying Informatory sign board in squareor rectangular shape of size made out of 16 gauge (1.6

mm) thick M.S. sheet including frame of 35x 35 x 3mm

M.S. angle painted with one coat of Zinc chromate

stoving primer and two coats of green background white

2474.72 SqM 1336.35

Name of Work :- Construction of Aganwadi Building______________________Tal. Akole Dist .


9/19

Measurement SheetNo L B D/H Qty Unit

AC/HF,L=8.10+0.90 2 9.00 0.90 0.60 9.72

AH/CF/BG,L=5.77-0.90 3 4.87 0.90 0.60 7.89

DI/EJ,L=2.48-0.90 2 1.58 0.90 0.60 1.71

Ramp 2 2.00 1.00 0.15 0.60

Verandha 1 2.00 1.00 0.15 0.30

Total 20.22 Cum

AC/HF,L=8.10+0.90 2 9.00 0.90 0.30 4.86

AH/CF/BG,L=5.77-0.90 3 4.87 0.90 0.30 3.94

DI/EJ,L=2.48-0.90 2 1.58 0.90 0.30 0.85Total 9.66 Cum

AC/HF,L=8.10+0.90 2 9.00 0.90 0.15 2.43

AH/CF/BG,L=5.77-0.90 3 4.87 0.90 0.15 1.97

DI/EJ,L=2.48-0.90 2 1.58 0.90 0.15 0.43

Ramp 2 2.00 1.00 0.15 0.60

Verandha 1 2.00 1.00 0.15 0.30

Below flooring

Class Room 1 5.32 5.17 0.05 1.38

Store 1 1.28 2.03 0.05 0.13

Kitchen / Toilet block 2 1.57 2.03 0.05 0.32

Total 7.55 Cum

For Foundation

AC/HF,L=8.10+0.60 2 8.70 0.60 0.60 6.26AH/CF/BG,L=5.77-0.60 3 5.17 0.60 0.60 5.58

DI/EJ,L=2.25-0.60 2 1.88 0.60 0.60 1.35

For Plinth

AC/HF,L=8.10+0.45 2 8.55 0.45 0.60 4.62

AH/CF/BG,L=5.77-0.45 3 5.32 0.45 0.60 4.31

DI/EJ,L=2.25-0.45 2 2.03 0.45 0.60 1.10

Total 23.22 Cum

AC/HF,L=8.10+0.45 2 8.55 0.45 0.15 1.15

AH/CF/BG,L=5.77-0.45 3 5.32 0.45 0.15 1.08

DI/EJ,L=2.25-0.45 2 2.03 0.45 0.15 0.27

Total 2.51 Cum

Class Room 1 5.32 5.17 0.20 5.50

Store 1 1.28 2.03 0.20 0.52

Kitchen / Toilet block 2 1.57 2.03 0.20 1.27

Ramp 2 2.00 1.00 0.20 0.80

Verandha 1 2.00 1.00 0.20 0.40

Total 8 50 Cum

g g______________________Ahmednager

Item No. 5:- Providing and casting in situ cement concrete of M20 grade of trap granite/quartzite/gneiss metal for

Item No. 6:-Providing dry trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand

Item No. 1:- Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing

Item No. 2:- Excavation for foundation in hard murum including removing the excavated material upto distance of

Item No. 3:- Providing and laying in situ, cement concrete in 1:4:8 of trap/granite/quartzite/gneiss metal for

Item No. 4:- Providing uncoursed rubble masonry of trap/ granite/ quartzite/ gneiss stones in cement mortar 1:6

No L B D/H Qty Unit


10/19

y

AC/HF,L=8.10+0.23 2 8.33 0.23 2.70 10.35

AH/CF/BG,L=5.77-0.45 3 5.54 0.23 2.70 10.32

Gable 2 5.54 0.23 0.50 1.27

Pillar 8 0.35 0.12 2.70 0.91

DI/EJ,L=2.25-0.45 2 2.02 0.23 2.70 2.51

Ramp 2 2.00 0.23(0.23+0.60)/2 0.38

1 2.00 0.23 0.23 0.11

Verandha 1 2.00 0.23 0.60 0.28

4 3.00 0.23

(1.00+0.3

0)/21.79

Vervandies

AC/CF 2x2 3.16 0.23

(1.23+0.2

3)/2 2.12

BG 2 3.16 0.23 0.35 0.51

( +) Sub Total 30.55 Cum

Deductions

D 2 1.00 0.23 2.10 0.97

D1 1 0.75 0.23 2.10 0.36

OP 2 1.00 0.23 2.10 0.97W 5 1.00 0.23 1.20 1.38

Lintels AC/HF 2 8.33 0.23 0.15 0.57

AH/CF/BG 3 5.54 0.23 0.15 0.57

DI/EJ 2 2.02 0.23 0.15 0.14

( -) Sub Total 4.96 Cum

Total 25.58 Cum

W.C.

1 0.90 2.10 1.89

1 1.20 2.10 2.52

( +) Sub Total 4.41 Cum

Deductions

D2 1 0.75 2.10 1.58

( -) Sub Total 1.58 Cum

Total 2.84 Sqm

1 1.245 1.545 0.10 0.19

Total 0.19 Cum

Lintels AC/HF 2 8.33 0.23 0.15 0.57AH/CF/BG 3 5.54 0.23 0.15 0.57

DI/EJ 2 2.02 0.23 0.15 0.14

Total 1.29 Cum

Item No. 11:-Providing and casting in situ cement concrete of M 20 grade of trap granite/quartzite/gneiss metal

for R.C.C. beams and lintels as per detailed designs and drawings or as directed including centering, formwork of

Item No. 12:-Providing and casting in situ cement concrete of M20 grade of trap granite/quartzite/gneiss metal

Item No. 8:- Providing Bricks masonry in cement mortar 1:6 using second class burnt bricks in superstructure

Item No. 9:-Providing Bricks masonry in cement mortar 1:4 using second class burnt bricks in half brick thick

Item No. 10:-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 designs and drawings or as directed including centering, formwork

No L B D/H Qty Unit


11/19

Qty Steel Reqd. Kg/cum

Slab 0.19 75.00 14.43

Lintels 1.29 75.00 96.57

Coping 2.51 50.00 125.28

Chajja 0.24 50.00 11.81

248.08Total 0.2481 MT

AC/HF 2 8.33 2.70 44.982

AH/CF 2 6.00 2.70 32.40

(1.00+0)/2=0.5 Gable 1/2X2 6.00 1.00 6.00

Varvandi

AH/CF Varvandi 2X2 3.00 (2.60)/2 15.60Pillar 8x2 0.12 2.70 5.18

Ramp 2 2.00 (0+0.60)/2 2.40

Verandha 1 2.00 0.60 1.20

( +) Sub Total 107.77 Sqm

Deductions

D 1 1.00 2.10 2.10

W 5 1.00 1.20 6.00

V 1 0.60 0.90 0.54( -) Sub Total 8.64 Sqm

Total 99.13 Sqm

Classroom

2 5.54 2.70 29.92

2 5.39 2.70 29.11

Gable 4X2 5.39 0.50 21.56Store

2 1.50 2.70 8.10

2 2.25 3.00 13.50

Kitchen

2 1.79 3.30 11.81

2 2.25 3.00 13.50

W. C.

1 1.79 2.70 4.83

2 2.25 2.70 12.15

2 0.90 2.10 3.78

2 1.20 2.10 5.04

( +) Sub Total 153.30 Sqm

Deductions

W. C. Dado

2 0.90 0.60 1.082 1.20 0.60 1.44

Skirting of room

Class room 2 5.54 0.15 1.66

2 5 39 0 15 1 62

Item No. 16:- Providing and fixing in position TMT steel bar reinforcement of various diameters for R.C.C. pile

Item No. 17:- Providing internal cement plaster 20mm thick in two coats in cement mortar 1:4 without neeru

Item No. 18:- Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 with neeru finish

No L B D/H Qty Unit

f


12/19

Kitchen

Platform 1 1.79 0.75 1.34

Total 1.34 Sqm

Qty same as Item No. 17 Total 99.13 Sqm

Qty same as Item No. 18 Total 144.23 Sqm

W 5 1.00 1.20 6.00

Total 6.00 Sqm

V 1 0.60 0.90 0.54

Total 0.54 Sqm

W. C.

2 0.90 0.60 1.08

2 1.20 0.60 1.44

Total 2.52 Sqm

Deduct Door 1 0.75 0.60 0.45

0.45 Sqm

A-B 2.07 Sqm

Class Room 1 5.54 5.39 29.86

Store 1 1.50 2.25 3.38

Kitchen / Toilet block 1 1.79 2.25 4.03

1 0.79 1.30 1.03

1 1.79 0.95 1.70

Verandha 1 2.00 1.00 2.00Total 41.99 Sqm

W.C. 1 0.90 1.20 1.08

Total 1.08 Sqm

Deduct W.C.Pan 1 0.60 0.45 0.27

A-B 0.81 Sqm

1 6.00 0.60 3.60

2 8.33 0.60 10.00

Total 13.60 Sqm

14 0.23 0.23 0.23 0.74

Total 0.74 Cum

2 8.33 3.60 59.98

Total 59.98 Sqm

Item No. 22:- Providing & applying washable oil-bound distemper of approved colour and shade to old & new

Item No. 23:- Providing and fixing steel windows of various sizes as per de-tailed drawings with welded square

Item No. 24:-Providing and fixing in position after hoisting, precast 1:2 cement mortar reinforced Jali of ____ mm

Item No. 25:- Providing and fixing white glazed tiles 200mm. x 100mm. in size and about 5 to 6 mm thick for

Item No. 20:- Providing and fixing black kadappa stone sill steps, 25 mm. thick machine polished, cutting

Item No. 21:-Providing and applying two coats of water proof cement paint of approved manufacture and of

Item No. 30:-Providing and fixing corrugated galvanised iron sheets of 0.80mm thickness (22 B.W.G.) for roofing

with wind ties includin fas-tenin with alvanised iron screw and bolts and lead and bitumen washers as per

Item No. 26:- Providing and fixing ceramic tiles of approved quality and size, 7 mm thick for flooring in required

Item No. 27:- Providing and laying white glazed tiles 200mm. x 100mm. in size and 5 mm.to 6 mm. thick for

floorin in re uired osition laid on bed of 1:4 cement mortar includin neat cement float, fillin oints with white

Item No. 28:-Providing flush grooved pointing with cement mortar 1:3 for stone masonry work including

Item No. 29:- Providing and casting in situ cement concrete M-15 /1:2:4 of trap/ granite/ quartzite/ gneiss metal,

moulded or chamfered as per drawing or as directed including centering, form work, com-pacting, covering newly

No L B D/H Qty Unit

S t E


13/19

Sect. Engr.

Name of Work :- Construction of Aganwadi Building______________________Tal. Akole Dist .Ahmednager


14/19

Sr. No. Item Total

/Unit

Estimate

Quantity Total Qty

Sand Metal Rubble

1 Prov. &

casting C.C.

1:4:8

0.45 0 0.45 7.55 3.40

2 M 20 Slabs 0.45 0 0.00 0.45 0.19 0.09

3 M 20 Beams

&lintels

0.45 0 0.00 0.45 1.29 0.58

4 M 20 Chajja 0.45 0 0.00 0.45 0.24 0.11

5 Prov.Rubble

solling

1.25 1.25 8.50 2.59

6 Filling plinth 1.000 0.00 0.00 1.00 0.00 0.00

7 BB Masonry

in CM 1:6

sup

0.320 0.00 0.00 0.32 25.58 8.19

8 Half brick

thk walls

0.035 0.00 0.00 0.04 2.84 0.10

9 M 15 Coping 0.450 0.00 0.00 0.45 2.51 1.13

10 Sills of

Polished

Kadappa

0.018 0.00 0.00 0.02 2.74 0.05

11 12 mm

internal

plaster 1:4

0.016 0.00 0.00 0.02 144.23 2.31

12 20mm

plaster

0.025 0.00 0.00 0.03 99.13 2.48

13 Polish

Sahabad

flooring

0.046 0.00 0.00 0.05 41.99 1.93

14 Polish

Sahabad

dado

0.031 0.00 0.00 0.03 1.08 0.03

15 white glazed

tiles for dado

0.046 0.00 0.00 0.05 2.52 0.12

Ahmednager

Qty. Reqd.

Royalty Statement

Name of Work :- Construction of Aganwadi Building______________________Tal. AkoleDist Ahmednager


15/19

Sr.

No.

Item of work Qty. Bags Reqd. Per Total Bags

1 Prov. & casting P.C.C. 1:4:8 for foundation. 7.55 3.40 Cum 25.68

2 C.C. M-20 grade of trap metal for R. C. C.Slabs 0.19 7.20 Cum 1.38

3 C.C. M-20 grade of trap metal for R. C. C.beams & lintels 0.24 7.20 Cum 1.70

4 C.C. M-20 grade of trap metal for R. C. C.Chajja 0.24 7.20 Cum 1.70

5 Providing Bricks masonry in C. M. 1:6 superstructure 25.58 1.44 Cum 36.84

6 Bricks masonry in C. M. 1:6 in half B,Thk Wall 2.84 0.22 Cum 0.627 Sills of polished Kadappa 2.74 0.13 Sqm 0.36

8 Cement plaster 12 mm in C. M. 1:4 144.23 0.10 Sqm 14.42

9 20mm plaster externally in C.M.1:4 99.13 0.22 Sqm 21.81

10 Polish Sahabad for flooring 41.99 0.22 Sqm 9.24

11 Polish Sahabad for dado 1.08 0.22 Sqm 0.24

12 White glazed tiles for dado/flooring 2.52 0.22 Sqm 0.55

13 U.C.R. masonry in C.M. 1:6 in foundations and plinth 23.22 1.77 Cum 41.11

14 M20 of trap metal for coping to plinth 2.51 7.20 Cum 18.04

15 Flush grooved pointing C.M. 1:3 for stone masonry 13.60 0.025 Sqm 0.34

Total Qty 174.03

Bags

Deputy Engineer

Z.P.(P.W.) Sub-Dn.Akole

Dist . Ahmednager

Sect. Engr.

CEMENT REQUIREMENT STATEMENT

Name of Work :- Construction of Aganwadi Building______________________Tal. Akole Dist .Ahmednager


16/19

QUARRY CHART

Sr.No Material Quarry Lead in

Km

Lead

Charge

Basic

Lead

Diff in lead

1 Rubble 2.00 152.44 207.23 0.00

2 Sand Akole 20.00 349.33 169.39 179.94

3 Cement Akole 20.00 223.19 108.22 114.97

4 Crush Metal Next toAkole 20.00 349.33 169.39 179.94

5 Steel Akole 20.00 267.82 129.87 137.95

6 Bricks Akole 20.00 573.91 278.28 295.63

Certificate

Certified that the nearest available quarries are provided in the estimate

Deputy Engineer

Sect Engr Z P (P W ) Sub Div Akole

Ahmednager

Certified that the material available in the quarries are of good quality and in sufficient quantity f

the work.

Certified that the rates adopted in the estimate are from P.W.D. D.S.R. for the year 2010-2011


17/19

Sr.No

.

Item of Work DSR P. No /Item No

Basic Rate Lead Charges TotalRate

cement diff rs.77.00/bagSand Cement Metal, Cr.

Metal Steel

AddQC

Charge

TotalDerived

Rate

1F


18/19

rubbl

e

0.00

179.94 114.97 Cr.

met

179.94

Steel 137.95Brick 295.63

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

Qty req Amt

.

77.00Metal, Steel Charge

s 0.50%

Rate

22 Washable oil bound distemper D.S.R.Page

64,Item No 25.00 25.00 0.00 25.00

23 Fixing Steel Windows D.S.R.Page

87,Item No 2440.00 2440.00 0.00 2440.00 2

24 Precast reinforced Jali 50mm D.S.R.Page

22,Item No 429.00 429.00 0.00 429.00

25 White glazed tiles for dado D.S.R.Page

49,Item No 819.00 0.031 5.58 0.210 1.21 0.21 16.17 841.96 0.00 841.96

26 Ceramic tiles of approved quality

and size, 7 mm thick for flooring

D.S.R.Page

46,Item No 714.00 0.046 8.28 0.220 1.26 0.22 16.94 740.48 3.57 744.05

27 White Glazed flooring D.S.R.Page

45,Item No 777.00 0.012 2.159 0.210 1.21 0.21 16.17 796.54 3.89 800.42

28 Flush grooved pointing to UCR

1:3

D.S.R.Page

40,Item No 40.00 0.003 0.540 0.025 0.14 0.03 1.93 42.61 0.20 42.81

29 M20 Bed Blocks D.S.R.Page

13,Item No 2953.00 2953.00 14.77 2967.77 2

30 CGI sheet for roofing 22 BWG D.S.R.Page

68,Item No 483.00 483.00 0.00 483.00

31 CGI sheet over ridge 22 BWG D.S.R.Page

68,Item No 360.00 360.00 0.00 360.00

32 Structural Steel work D.S.R.Page

9,Item No 4 68334.00 68334.00 0.00 68334.00 6

33 Earthenware "orissa type" W.C.

pan 600 x 400 without flush 806wt

468

D.S.R.Page

289,Item No

702/441600.00 0.028 5.038 0.25 1.44 0.25 19.25 625.73 0.00 625.73

34 110 mm UPVC vent pipe D.S.R.Page120,Item No

54

175.00 175.00 0.00 175.00

35 Inspection Chamber 60x45cm D.S.R.Page

122,Item No

61

1587.00 1587.00 0.00 1587.00 1

36 Hume pipe septic tank D.S.R.Page

124,Item No

77

4876.00 4876.00 0.00 4876.00 4

37 Providing soak pit D.S.R.Page

125,Item No

78

453.00 453.00 0.00 453.00

38 Informatory sign board D.S.R.Page254,Item No

22

2233.00 2233.00 0.00 2233.00 2

39 Fixing information board D.S.R.Page

255,Item No

26

551.00 551.00 0.00 551.00

40 Photo raph 273/55 ii 56.00 56.00 0.00 56.00

Sect. En r.Z.P. (P.W.) Sub- Div Akole

Deput En ineer

Name of Work :- Construction of Aganwadi Building______________________Tal.Akole Dist . Ahmednager


19/19

Item no 16:

Basic Rate as per DSR 2010-11 Rs 47700.00 Per MT

Deduct Material Cost Rs 34400.00 Per MT

Net Cost of Labour Rs 13300.00 Per MT

Add Revise Material Cost 1.4.11 Rs 40500.00 Per MT

Hence new Rate Rs 53800.00 Per MT

Add 10 % Overhead charges

53800.00

47700.00

6100.00

0.10 610.00 Per MT

Hence new Rate Rs 54410.00 Per MT

Prepared by me

Deputy EngineerSect Engr Z P (PW) Sub Dn Akole

g

Rate Analysis

Providing and fixing in position TMT steel bar reinforcementof various diameters

for R.C.C.pile caps, footing, foundations, slabs, beams, lintels, columns canopies,staircase, newels, chajjas, pardis copings, fins, arches, etc as per detailed design,

dra

Rev.angamnwadi Estimate New Plan Gi Roof 1011 Cement Steel New Rate Wag Roa Check

Documents