sector 16c

8/13/2019 Sector 16C

1/87

169,CHITVAN ESTATE,SECTOR-GAMMA,GREATER NOIDA CITY

NAME OF WORK:- C/O 24.00 M WIDE ROAD COMMERCIAL BELT CHI-3 & 4 GREATER NOIDA

S.no Discription Unit Qty. Rate Amount

1- Earth work in rough excavation,banking

excavated earth in layers not exceeding 20

cm in depth breaking clods watering ,rolling

each layer with 1/2 tonnes roller or

wooden or steel rammer and rolling every

3rd and top most layer with power roller of

minimum 8 tonnes and dressing up in

embankments for roads, flood bank or

filling up ground depressions, all leads as

per (MOST /A.R./GNIDA) For all kinds of soil

cum 56958.00 123.10 7011529.80

2- Extra for compaction of earth work in

embankment under optimum moisture

conditions to give at least 95% of the

maximum dry density (proctor density)

DSR-07/16.1/P-240 sqm 13724 4.55 62444.29

3- Supplying and stacking at site

a) 90mm to 45mm size stone aggregateDSR-07/16.3.1/P-240 cum 2318.79 742.3 1721237.82

b) 63mm to 45mm size stone aggregate

DSR-07/16.3.2/P-240 cum 5779.81 768.45 4441494.99

c ) 53mm to 22.4mm size stone aggregate

DSR-07/16.3.3/P-240 cum 1645.04 810.55 1333387.17

4- Lying spreading and compacting stone

aggregate sizes to WBM specifications

including spreading in uniform thickness,

hand picking, rolling with 3 wheeled road /

vibratory roller 8-10 tonne in stages to

proper grade and camber, applying and

brooming requisite type of screening /

binding material to fill up interstices of

coarse aggregate watering and compacting

DSR-07/16.4/P-240 cum 9745.64 192.55 1876522.98

5- supplying and stacking of moorum at site

DSR-07/16.3.10/P-240 cum 724.7 421.85 305714.70

SUB HEAD - ROAD WORK(PART-A)

GREATERNOIDA INDUSTRIAL DEVELOPMENT AUTHORITY

8/13/2019 Sector 16C

2/87

6- Brick edging in full brick width and half

brick depth including excavation, refilling

and disposal of surplus earth lead upto 50

metres:

With FPS bricks of class designation 150

DSR-07/16.7.1/P- Rmt 4687.62 52.35 245396.917- Providing & laying surface dressing as

wearing course in single coat using crused

stone aggrregate of specified size on a layer

of bituminous binder laid on prepared

surface and rolling with 8 - 10 tonne

smooth wheeled steel roller 80/100

A.R./GNIDA sqm 17805.8 44.8 797699.84

8-

Bitumen tack coat over painted surface

including cost of bitumen including

maintence of sides parries and watering

then during opration including supply of

labour machine ,fuil t & p requird for

proper completion of work as per most

specification no 502 and as per direction of

engineer incharge with 7.50 kg of bitumen

for 10 sqm

A.R./GNIDA sqm 17805.8 15.1 268867.58

9-

Providing & laying mix seal on surface withspicified graded aggregate for wearing

course including loading of aggregates with

F.E.loader and hot mixing of bitumen filler

with aggregate in hot mix plant

transporting the mechanical paver finisher

to the riquired levels , graded and rolling

with power to achieve the drsired density

excluding cost of Tack coat 25 mm thick

compacted with bitumen CRMB-55

A.R./GNIDA sqm 17805.8 123.38 2196879.60

Providing and carting of following dia R.C.C.

hume pipe S & S NP-3 class & specials in site of

work lowering the same into trenches in depth

upto 1.50m below G.L. true to alignment

jointing with 1:2 cement mortar in coarse sand

including excavation of earth below invert kevel

A.R./GNIDA

250 mm NP- 3 Rmt 196 367.6 72049.6

8/13/2019 Sector 16C

3/87

Constructing masonry chamber 60x60x75

cm, inside with 75 class designation brick

work in cement mortar 1:4 (1 cement : 4

coarse sand) for sluice valve, with CI

surface box 100mm top diameter, 160 mm

bottom diameter and 180mm deep (inside)

with chained lid and RCC top slab 1:2:4

mix (1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size)

necessary excavation foundation concrete

1:5:10 (1 cement : 5 fine sand : 10 graded

stone aggregate 40 mm nominal size) and

inside plastering with cement mortar 1:3 (1

cement : 3 coarse sand) 12 mm thick,

finished with a floating coat of neat cement

com lete as er standard desi n.With FPS bricks of class designation 150 Each 24 3388.65 81327.60

TOTAL 20414552.88

TOTAL NON DSR ITEM 10347027.28

TOTAL DSR -07 ITEM (20414552.88 - 10347027.28 ) 10067525.60

ADD 26 % COST INDEX ON DSR -07( 10067525.60 ) 2617544.97

23032097.85

(D.P.SRIVASTAV) (RAMESH CHAND)

ASST.MANAGER SR. MANAGER

(WC-4) (WC-4) (WC-4)

MANAGER

GRAND TOTAL

AJAY KUMAR RAI

8/13/2019 Sector 16C

4/87

8/13/2019 Sector 16C

5/87

8/13/2019 Sector 16C

6/87

8/13/2019 Sector 16C

7/87


NAME OF WORK:- C/O 24.00 M WIDE ROAD COMMERCIAL BELT CHI-3 & 4 GREATER NOIDA

S.no Discription Unit Qty. Rate Amount

1-Earth work in excavation in ordinary soil in all

of foundation trenches including dressing of

the side and ramming of bottom .lifts upto 1.5

m including geatting out the excavated soil

and disposal of surplus excavated soil as

dircted within a lead of 50.0m

A.R/GNIDA cum 5900.7 42.4 250190.95

2- Providing and laying in position cement

concrete of specified grade excluding the cost

of centring and shuttering- All work upto

plinth level.

1:4:8 (1 cement : 4 coarse sand : 8 graded


cum 706.09 2449 1729214.41

3- Brick work with FPS bricks of class

designation 150 in foundation and plinth in:

Cement mortar 1:6 (1 cement :6 coarse sand) cum 2069.4 2121.75 4390834.32

DSR-07/6.1.2/P-79

4- Brick work with Modular bricks of class

designation 75 in foundation and plinth in :Cement mortar 1:4 (1 cement : 4 coarse sand)

DSR-07/6.2.1/P-99 cum 122.91 2293.51 281895.31


concrete of specified grade excluding the cost

of centring and shuttering- All work upto

plinth level.

1:2:4 (1 cement : 2 coarse sand : 4 graded


DSR-07/4.1.3/P-79 cum 4.22 3257.45 13746.44

6- 12mm cement plaster of mix

1 : 6 (1 cement :6 coarse sand) sqm 8786 72.7 638739.29

7- centering & shuttering including

a) suspended floors ,roofs landing sqm 32.4 187.35 6070.14

b)

Providing & fixing in cement mortar 1: 6(1

cement : 6 fine sand) red sand stone


SUB HEAD - DRAIN WORK(PART-B)

8/13/2019 Sector 16C

8/87

sqm 23.76 173.9 4131.86

8- Edges of slabs and breaks in floors and walls

Above 20 cm wide

DSR-07/5.9.16.2/P- sqm 47.65 278.25 13258.61


concrete of specified grade excluding the costof centring and shuttering- All work upto

plinth level.

1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded


DSR-07/4.1.2/P- cum 23.85 3732.00 89008.20

10- Reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete:

Cold twisted bars.

D.S.R-07/5.22.3/P-92 kg 2808.3 42.70 119916.12

11- Filling available excavated earth ( excluding

rock ) in treanch ,plinth sides of foundation etc

. In layers not exceeding 20cm in depth ,

consolidating each deposited layer by raming

and watering ,lead up to 50 m and lift upto

1.50m A.R./GNIDA

Total excavated earth -P.C.C -1 : 4 : 8 -Brick

work-1 :6 & 1:4 cum 3125.2 20.65 64535.177601540.84

TOTAL NON DSR ITEM 318857.98

TOTAL DSR -07 ITEM (7601540.84 - 318857.98 ) 7282682.86

ADD 26 % COST INDEX ON DSR -07(7282682.86 ) 1893497.54

9495038.38



(WC-4) (WC-4) (WC-4)

MANAGER

GRAND TOTAL

AJAY KUMAR RAI

8/13/2019 Sector 16C

9/87

8/13/2019 Sector 16C

10/87


NAME OF WORK:- C/O 24.00 M& 45.00 M. WIDE ROAD SECTOR -16 B GREATER NOIDA

S.no Discription Unit Qty. Rate

1-

Earth work in excavation in ordinary soil in all of

foundation trenches including dressing of the side and

ramming of bottom .lifts upto 1.5 m including geatting

out the excavated soil and disposal of surplus excavated

soil as dircted within a lead of 50.0m A.R./GNIDA

1.1 0 - 1.50 M.B.G.L. cum 9522.74 42.40

1.2 1.50 -3.00 M.B.G.L. cum 4287.23 54.20

1.3 3.0 -4.50 M.G.B.L. cum 366.45 68.50

2-Filling available excavated earth ( excluding rock ) in

treanch ,plinth sides of foundation etc . In layers not

exceeding 20cm in depth , consolidating each deposited

layer by raming and watering ,lead up to 50 m and lift

upto 1.50m A.R./GNIDA

cum 12758.78 20.65

3- Providing & arting of following dia R.C.C. hume pipe S &

S NP-2 class & specials in site of work lowering the same

into trenches in depth upto alignment jointing with 1 : 2

cement mortar in coarse sand including excavaion of

earth below invert levelof pipe .A.R./GNIDA

a) 0.0 -1.50m

250 mm NP-2 Pipe Rmt 1064 310.83

b) 1.50 - 3.00 m

250 mm NP-2 Pipe Rmt 1064 316.82

c ) 3.00 -4.50 m

250 mm NP-2 Pipe Rmt 564 322.954-

Providing & laying in position cement concrete 1 : 4 : 8 (

1 cement : 4 course sand : 8graded stone aggregate 40

mm nominal size) in concrete cradle under NP- 2 Pipe of

following diameter including centering & shuttering but

excluding excavation as per approved.

250 mm dia Rmt 2692 93.92

GREATERNOIDA INDUSTRIAL DEVELOPMENT AUT

SUB HEAD - SEWER WORK(PART-C )

8/13/2019 Sector 16C

11/87

5- Supply of all materials , labour and T & P and

constructing circular manholes of following sizes as per

type design and drawing

(A) Constructing brick masonry circular type manhole 0.91

m internal dia at bottom and 0.56 m dia at in cement

mortar 1:4 (1 cement : 4 coarse sand), inside cement

plaster 12mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with a floating coat of neat cement,

foundation concrete 1:3:6 mix (1 cement : 3 coarse sand :

6 graded stone aggregate 40mm nominal size), and

making necessary channel in cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20mm

nominal size) finished with a floating coat of neat

cement, all complete as per standard design:

0.91m deep with S.F.R.C. cover and frame (heavy duty,

HD-20 grade designation) 560mm internal diameter

conforming to I.S. 12592, total weight of cover and

frame to be not less than 182 kg., fixed in cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm nominal size) including centering

shuttering all complete. (Excavation, foot rests and

12mm thick cement plaster at the external surface shall

be paid for separately).

DSR-07/19.9.1.2/P- Each 55.00 4933.50

6- Constructing brick masonry circular manhole 1.22 m

internal dia at bottom and 0.56 m dia at top in cementmortar 1:4 (1 cement : 4 coarse sand), inside cement

plaster 12mm thick with cement mortar 1:3 (1 cement : 3

coarse sand) finished with a floating coat of neat cement,

foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 40mm nominal size), and making

necessary channel in cement concrete 1:2:4 (1 cement :

2 coarse sand : 4 graded stone aggregate 20mm nominal

size) finished with a floating coat of neat cement, all

complete as per standard design:



conforming to IS 12592, total weight of cover and frame

to be not less than 182 kg., fixed in cement concrete

8/13/2019 Sector 16C

12/87

1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm nominal size) including centrering




DSR-07/19.11.1.2/P- Each 35 8946.25

7- Constructing brick masonry circular manhole 1.52 minternal dia at bottom and 0.56 m dia at top in cement

mortar 1:4 (1 cement : 4 coarse sand), inside cement

plaster 12mm thick with cement mortar 1:3 (1 cement : 3

coarse sand) finished with a floating coat of neat cement,

foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 40mm nominal size), and making

necessary channel in cement concrete 1:2:4 (1 cement :

2 coarse sand : 4 graded stone aggregate 20mm nominal

size) finished with a floating coat of neat cement, all

complete as per standard design:



conforming to IS 12592, total weight of cover and frame

to be not less than 182 kg., fixed in cement concrete


aggregate 20mm nominal size) including centering




DSR-07/19.13.1.2/P- Each 20.00 18281.600

8- Addition or substraction due to variation in shaft

for following sizes of manholes.

Extra depth of 0.91 dia manhole 1.67m deep with SFRC

cover and frame (heavy dutyb HD-20 grade designation)

560 mm internal dia meter conforming to IS 12592 Total

weight of cover and frame not less than 182 kg fixed in

cement concrete 1 :2 :4 (1 cement :2 course sand :

4graded stone aggregate 20mm nominal size) including

centering & shuttering , supply and fixing poly propelenefoot rest but excluding excavation all complete.

Rmt 102.53 2289.75

9-

Extra depth of 1.22 dia manhole 2.29 m deep with SFRC


8/13/2019 Sector 16C

13/87





centering & shuttering , supply and fixing poly propelene

foot rest but excluding excavation all complete.

Rmt 34.69 2954.75

10- Extra depth of1.52dia manhole 2.30 m deep with SFRC






centering & shuttering , supply and fixing poly propelene

foot rest but excluding excavation all complete.

Rmt 14.82 6956.05

11- Brick work with FPS bricks of class designation 150 in

foundation and plinth in

Cement mortar 1:6 (1 cement :6 coarse sand)

DSR-07/6.1.2/P-99 cum 5 2121.75

12- 12mm cement plaster of mix:

1:6 (1 cement : 6 coarse sand)

DSR-07/13.4/P-201 50.00 72.70

13- Providing and laying in position cement concrete of

specified grade excluding the cost of centring andshuttering- All work upto plinth level.


aggregate 20 mm nominal size)

DSR-07/4.1.3/P-79 cum 1 3257.45

14-

Providing and fixing VENT SHAFT pipe for releasing

gasesnfrom sewer line with all necessary T & P etc .

Required for complition of work

Each 4 9583.43

TOTALTOTAL NON DSR ITEM

TOTAL DSR -07 ITEM (3473783.89 - 20655832.45 )

ADD 26 % COST INDEX ON DSR -07(1407951.44 )

GRAND TOTAL

8/13/2019 Sector 16C

14/87

(D.P.SRIVASTAV)

ASST.MANAGER

(WC-4) (WC-4)

MANAGER

AJAY KUMAR RAI

8/13/2019 Sector 16C

15/87

26 % EXTRA Amount

53.42 403764.18

232367.87

25101.83

263468.81

330723.12

337096.48

182143.80

252832.64

ORITY

8/13/2019 Sector 16C

16/87

8/13/2019 Sector 16C

17/87

313118.75

365632.00

234768.07

8/13/2019 Sector 16C

18/87

102500.28

103088.66

10608.75

3635.00

3257.45

38333.72

3473783.89 S2065832.45

1407951.44

366067.37

3839851.26

8/13/2019 Sector 16C

19/87

(RAMESH CHAND)

SR. MANAGER

(WC-4)

8/13/2019 Sector 16C

20/87

NAME OF WORK:- C/O 60.00 M ,45.00M 24.00 WIDE ROAD IN SECTOR -16 B GREATER NOIDA

BASED ON DSR-07

BASED ON

AR/GNIDA1- Earth work in rough excavation,banking excavated earth in

layers not exceeding 20 cm in depth breaking clods watering

,rolling each layer with 1/2 tonnes roller or wooden or steel

rammer and rolling every 3rd and top most layer with power

roller of minimum 8 tonnes and dressing up in embankments

for roads, flood bank or filling up ground depressions, all

leads as per (MOST /A.R./GNIDA) For all kinds of soil

cum 128710.80 41.50 5341498.2

2- Carriage of material by mechanical t ransport including

loading, unloading and stacking

Earth

1.1`.2 Lead 3.00 k.m. cum 128710.80 42.80 5508822.24

3-

16.2

Extra for compaction of earth work in embankment under

optimum moisture conditions to give at least 95% of the

maximum dry density (proctor density)

cum 4.50

4-

16.1

Preparation and consolidaton of sub grade by excavating earth

to an average of 22.5 cm depth, dressing to camber and

consolidating with road roller including making good the

undulations etc. and disposal of surplus earth lead upto 50

metres.

sqm 58764.00 33.90 1992099.6

5(a) Supplying and stacking at site

16.3.1 90mm to 45mm size stone aggregate cum 7484.92 742.3 5556054.327

b) Supplying and stacking at site

16.3.2 63mm to 45mm size stone aggregate cum 19846.19 768.45 15250806.45

c ) Supplying and stacking at site

16.3.3 53mm to 22.4mm size stone aggregate cum 5924.24 810.55 4801889.895

6- Supplying and stacking of moorum at site

16.3.1 cum 2977.49 421.85 1256055.591

7-

16.4

Lying spreading and compacting stone aggregate sizes to

WBM specifications including spreading in uniform thickness,

hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne in stages to proper grade and camber, applying and

brooming requisite type of screening / binding material to fill

up interstices of coarse aggregate watering and compacting to

the required density.

8- Brick edging in full brick width and half brick depth including

excavation, refilling and disposal of surplus earth lead upto 50

metres:

16.7.1With FPS bricks of class designation 75 mtr 7920 52.35 414612

9- Providing and laying in position cement concrete of specified

grade excluding the cost of centring and shuttering- All work

upto plinth level.


AMOUNT

RateQty.UnitDiscription


S.no DSR-07

8/13/2019 Sector 16C

21/87

4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40

mm nominal size) cum 134.55 2449 329512.95

10- Brick work with FPS bricks of class designation 150 in

foundation and plinth in:

6.1.1 Cement mortar 1:4 (1 cement, : 4 coarse sand) cum 206.31 2121.75 437738.2425

11-12mm cement plaster of mix:

13.4.1 1:4 (1 cement : 4 coarse sand) sqm 291.00 72.70 21155.7

12- Providing & carting of following dia R.C.C hume pipe S & S NP

3 class & specials in site of work lowering the same into

trenches in depth upto 1.50 m below G.L. true to alignment

jointing with 1:2 cement mortar in coarse sand including

excavation of earth below invert level of pipe .

250 mm dia NP- 3 Pipe Rmt 1074.04 367.6 394817.

13-Providing & laying in position cement concrete 1 : 4 : 8 ( 1

cement : 4 course sand : 8graded stone aggregate 40 mm

nominal size) in concrete cradle under NP- 3 Pipe of

following diameter including centering & shuttering but

excluding excavation A.R./GNIDA

250 mm dia NP-3 Concrete cradle Rmt 1074.04 95.47 102538.5

14-

16.69

Providing and laying at or near ground level factory

made kerb stone of M-25 grade cement in position to

the required line, level and curvature jointed with cement

mortar 1:3 (1 cement: 3 coarse sand) including making

joints with or without grooves (thickness of joints except

at sharp curve shal l not to more than 5mm) including

making drainage opening wherever required complete

etc. as per direction of Engineer-in-charge (length of

finished kerb edging shall be measured for payment).

(Precast C.C. kerb stone shall be approved by Engineer-

in-charge).

cum 448.50 4247.70 190509

15- Providing &laying surface dressing as wearing course in single

coat using crushed stone aggregates of specified size on a

layer of bituminous binder 80/100@ 1.20 liad on prepared

surface and rolling with 8 - 10 tonne smooth wheeled steel

roller.

A.R./GNIDA sqm 75714.00 44.8 339198

16- Bitumen tack coat over painted surface including cost of

bitumen including maintence of sides parries and watering

then during opration including supply of labour machine ,fuil

t & p requird for proper completion of work as per most

specification no 502 and as per direction of engineer

incharge with 5.00 kg of bitumen for 10 sqm

MOST/A.R./GNIDA sqm 75714 15.1 114328

17- Providing laying & rolling of close - graded premix surfacing

material of 25 mm thickness composed of 11.2 mm to 0.09

mm ( Type -a ) or 13.2 mm to 0.09mm (Type -b) aggregate

using penetration grade bitumen CRMB -55 to the required

line grade and level to same as wearing course on a

previously prepared base ,including mixing in a suitable plant

laying and rolling with a smoth wheeled roller 8-10 tonne

capacity ,and finishing to required level and gread.

MOST/A.R./GNIDA sqm 75714 123.38 9341593

8/13/2019 Sector 16C

22/87

18- Constructing masonry chamber 90x90x100 cm, inside with 75

class designation brick work in cement mortar 1:4 (1 cement :

4 coarse sand) for sluice valve, with CI surface box 100mm

top diameter, 160 mm bottom diameter and 180mm deep

(inside) with chained lid and RCC top slab 1:2:4 mix (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size) necessary excavation foundation concrete 1:5:10

(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm

nominal size) and inside plastering with cement mortar 1:3 (1

cement : 3 coarse sand) 12 mm thick, finished with a floatingcoat of neat cement complete as per standard design.

18.34.1 With F.P.S. brick Each 40.00 6147.95 245918

19- White washing with lime to give an even shade:

13.37.1 New work (three or more coats) 2691.00 6.75 18164.25

TOTAL 35832829 21620809.27

ADD 26 % COST INDEX ON DSR -07 9316535.6

45149364.85

Grand Total + 21620809.27 66770174.13

(D.P.SRIVASTAV)

ASST.MANAGER MANAGER

(WC-4) (WC-4)

(RAMESH CHAND)

SR. MANAGER

(WC-4)

45149364.85

D.L. VERMA

8/13/2019 Sector 16C

23/87


NAME OF WORK:- C/O 60.00 M ,45.00M WIDE ROAD IN SECTOR -16 B GREATER NOIDA

S.N. DSR No. Discription No. L B H

1- Earth work in rough excavation,banking excavatedearth in layers not exceeding 20 cm in depth

breaking clods watering ,rolling each layer with 1/2

tonnes roller or wooden or steel rammer and rolling

every 3rd and top most layer with power roller of

minimum 8 tonnes and dressing up in

embankments for roads, flood bank or filling up

ground depressions, all leads as per (MOST

/A.R./GNIDA) For all kinds of soil

128710.80 cum

2-

1.1

Carriage of material by mechanical transport

including loading, unloading and stacking

1.1.2 Earth

Lead 3.00 k.m. 128710.80 cum

4- 16.1 Preparation and consolidaton of sub grade by

excavating earth to an average of 22.5 cm depth,

dressing to camber and consolidating with road

roller including making good the undulations etc.

and disposal of surplus earth lead upto 50 metres.

1x2 970 7.8 - 15132 Sqm

1x2 2020 10.8 - 43632

TOTAL 58764.00 Sqm

5- 16.3 Supplying and stacking at site

(a) 16.3.1 90mm to 45mm size stone aggregate

Road No - 4 (45.00 M wide Road ) 1x2 970 7.8 0.135 2042.82 cum

Road No - 5 (60.00 M wide Road ) 1x2 2020 10.8 0.135 5890.32

7933.14 cum

ADD 2.00% FOR Curve 158.66 cum

8091.80 cum

Less 7.50 % Voides ( - ) -606.89 cum

TOTAL 7484.92 cum

b) Supplying and stacking at site

16.3.2 63mm to 45mm size stone aggregate

Road No - 4 (45.00 M wide Road ) 1x2 970.0 10.50 0.135 2749.95 cum

2x2 970.0 10.50 0.10 4074.0 cum

Road No - 5 (60.00 M wide Road ) 1x2 2020.0 10.50 0.135 5726.7 cum

2x2 2020.0 10.50 0.10 8484 cum

21034.65 cum


21455.343 cum

( - ) -1609.15 cum

TOTAL 19846.19 cum

C ) 16.3.3 Supplying and stacking at site

53mm to 22.4mm size stone aggregate

Road No - 4 (45.00 M wide Road ) 1X2 970.0 10.50 0.10 2037 cum

Road No - 5 (60.00 M wide Road ) 1x2 2020.0 10.50 0.10 4242 cum

Qty.


Qty as per calculation sheet

Qty same as item no. -1

Less 7.50 % Voides

8/13/2019 Sector 16C

24/87

6279.00 cum


6404.58 cum

Less 7.50 % Voides ( - ) -480.34 cum

TOTAL 5924.24 cum

6- 16.3.10 Supplying and stacking of moorum at site

63 - 45 mm 7089.27x22% 1559.64 cum

53 - 22.4 mm 7089.27 x20 % 1417.85 cum

TOTAL 2977.49 cum

7- 16.4 Lying spreading and compacting stone aggregate

sizes to WBM specifications including spreading in

uniform thickness, hand picking, rolling with 3

wheeled road / vibratory roller 8-10 tonne in stages

to proper grade and camber, applying and brooming

requisite type of screening / binding material to fill

up interstices of coarse aggregate watering and

compacting to the required density.

7484.92 cum

19846.19 cum

5924.24 cum

TOTAL 33255.35 cum

8- 16.7.1 Brick edging in full brick width and half brick depth

including excavation, refilling and disposal of

surplus earth lead upto 50 metres:

With FPS bricks of class designation 75

1x2x2 970 - - 3880 Rmt

1x2 2020 - - 4040 Rmt

TOTAL 7920 Rmt

9- Providing and laying in position cement concrete ofspecified grade excluding the cost of centring and

shuttering- All work upto plinth level.

4.1.8


aggregate 40 mm nominal size)

1X2 970 0.3 0.075 43.65 Cum

1x2 2020 0.3 0.075 90.90 Cum

TOTAL 134.55 Cum

10- Brick work with FPS bricks of class designation 150

in foundation and plinth in:

6.1.1 Cement mortar 1:4 (1 cement, : 4 coarse sand) 1X2 970 0.23 0.15 66.93 Cum

1x2 2020 0.23 0.15 139.38 Cum

TOTAL 206.31 Cum

11- 13.4 12mm cement plaster of mix:

13.4.1 1:4 (1 cement : 4 coarse sand) 1X2 970 0.15 291.00 sqm

1X2 2020 0.15 606.00 sqm

TOTAL 291.00 sqm

12- Providing & carting of following dia R.C.C hume

pipe S & S NP-3 class & specials in site of work

lowering the same into trenches in depth upto 1.50

m below G.L. true to alignment jointing with 1:2

cement mortar in coarse sand including excavation

of earth below invert level of pipe .

/

Qty same as item no. -5( c )

Qty same as item no. -5(a)

Qty same as item no. -5(b)

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17- Providing laying & rolling of close - graded premix

surfacing material of 25 mm thickness composed of

11.2 mm to 0.09 mm ( Type -a ) or 13.2 mm to

0.09mm (Type -b) aggregate using penetration

grade bitumen CRMB -55 to the required line grade

and level to same as wearing course on a previously

prepared base ,including mixing in a suitable plant

laying and rolling with a smoth wheeled roller 8-10

tonne capacity ,and finishing to required level andgread.

MOST/A.R./GNIDA 75714.0 sqm

18 Constructing masonry chamber 90x90x100 cm,

inside with 75 class designation brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for

sluice valve, with CI surface box 100mm top

diameter, 160 mm bottom diameter and 180mm deep

(inside) with chained lid and RCC top slab 1:2:4

mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) necessaryexcavation

foundation concrete 1:5:10 (1 cement : 5 fine sand :

10 graded stone aggregate 40 mm nominal size) and

inside plastering with cement mortar 1:3 (1 cement :

3 coarse sand) 12 mm thick, finished with a floating

coat of neat cement complete as per standard design.

18.34.1 With F.P.S. brick 1X20X2 - - - 40.00 Nos.

TOTAL 40.00 Nos.

19-White washing with lime to give an even shade:

13.37.1 New work (three or more coats)

1x2 970 - 0.45 873.0 sqm

1x2 2020 - 0.45 1818.0 sqm

TOTAL 2691.0 sqm


ASST.MANAGER MANAGER SR. MANAGER

(WC-4) (WC-4) (WC-4)

D.L. VERMA


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NAME OF WORK:- C/O 448 No G+3 STOREYED HOUSES OF 101.77 Sqm SUPER AREA IN

SECTOR-OMICRON IIIrd GREATER NOIDA

BASED ON DSR-07

BASED ON

AR/GNIDA

Earth work

2.6 Earth work in excavation by mechanical means

(Hydraul ic excavator) / manual means over areas

(exceeding 30cm in depth. 1.5m in width as well as 10

sqm on plan) including disposal of excavated earth,

lead up to 50m and lift up to 1.5m, including getting out

the excavated soil and disposal of surplus excavated

soil as directid ,withen a lead of 50 m.

2.6.1 All kinds of soil cum 846.0 56.70 47968.20

2.10 Excavating trenches of required width for pipes,

cables, etc including excavation for sockets, and

dressing of sides, ramming of bottoms, depth up to 1.5m including getting out the excavated soil, and then

returning the soil as required, in layers not exceeding

20 cm in depth induding consolidating each deposited

layer by ramming, watering, etc. and disposing of

surplus excavated soil as directed, within a Iead of

5Om:

2.10.1 All kind of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not

exceeding 300 mm dia.

metre 0.0 115.05 0.00

2.25 Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

exceeding 20cm in depth, consolidating each

deposited layer by ramming and watering, lead up to

50 m and lift up to 1.5 m.

cum 625.0 27.80 17375.00

2.27 Supplying and filling in plinth with Jamuna sand under

floors including, watering, ramming consolidating and

dressing complete.

cum 37.0 301.50 11155.50

2.34 Supplying chemical emulsion in sealed containers

including delivery as specified.

2.34.1 Chlorpyriphos/ Lindane emulsi fiable concentrate of

20% litre 202.1 174.30 35226.03

2.35.3 Treatment of soil under existing floors using chemical

emulsion @ one litre per hole, 300 mm apart includingdrilling 12 mm diameter holes and plugging with

cement mortar 1 :2 (1 cement : 2 Coarse sand) to

match the existing floor.



S.no DSR-07 Discription Unit Qty. Rate

AMOUNT

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2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1%

concentration. sqm 430.0 48.70 20941.00

CONCRETE WORK

4.1 Providing and laying in position cement concrete of

specif ied grade excluding the cost of centering and

shuttering - All work up to plinth level:

4.1.10 1:5:10 (1 cement : 5 coarse sand : 10 graded stone

aggregate 40 mm nominal size) cum 170.0 2237.75 380417.50

4.17 Making plinth protection 50mm thick of cement

concrete 1:3:6 (1 cement :3 coarse sand : Ggraded

stone aggregate 20mm nominal size) over 75mm bed

by dry brick ballast 40mm nominal size well rammed

and consolidated and grouted with fine sand including

finishing the top smooth

Sqm 110.0 222.65 24491.50

REINFORCED CEMENT CONCRETE

5.33 Providing and laying in position machine batched,machine mixed and machine vibrated design mix

cement concrete of specified grade for reinforced

cement concrete work including pumping of concrete

to site of laying but excluding the cost of centering,

shuttering, f inishing and reinforcement, including

Admixtures in recommended proportions as per IS

9103 to accelerate, retard setting of concrete, improve

workability without impairing strength and durability as

per direction of Engineer-in-charge. M-25 grade

reinforced cement concrete by using 410kg. of cement

per cum of concrete. All work up to floor V level.

( a) up to plinth level cum 60.0 4147.40 248844.00

( b ) Above plinth to floor v level cum 1070.0 4147.40 4437718.00

5.9 Centering and shuttering including strutting, propping

etc. and removal of form for:

5.9.1 Foundations, footings, bases of columns, etc. for mass

concrete.

sqm 55.0 119.25 6558.75

5.9.3 Suspended floors, roofs, landings, balconies and

access platform.

sqm 1485.0 187.35 278214.75

5.9.4 Shelves (Cast in situ) sqm 80.0 187.35 14988.00

5.9.5 Lintels, beams, plinth beams, girders, bressumers and

cantilevers.

sqm 2760.0 162.65 448914.00

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 2730.0 238.40 650832.00

5.9.7 Stairs, (excluding landings) except spiral-staircases. sqm 70.0 204.00 14280.00

5.9.15 Small lintels not exceeding 1.5m clear span, mouldingas in cornices, window sills, string courses, bands,

copings, bed plates, anchor blocks and the like.

sqm 112.0 119.25 13356.00

5.9.16 Edges of slabs and breaks in floors and walls.

5.9.16.1 Under 20 cm wide metre 600.0 61.10 36660.00

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5.9.19 Weather shade, Chajjas, corbels etc., including edges. sqm 290.0 258.60 74994.00

5.11.1 Suspended floors, roofs, landing, beams and balconies

(Plan area to be measured).

sqm 50.0 70.20 3510.00

5.22 Reinforcement for R.C.C. work including straightening,

cutting, bending, placing in posit ion and binding all

complete.

5.22.6 Thermo-Mechanically Treated bars. Kg 148400.0 42.70 6336680.00

5.28 Providing and fixing in position 12mm thick bitumenimpregnated fibre board conforming to IS: 1838

including cost of primer, sealing compound in

expansion joints.

per cm

depth

per cm

width

per

100m 175.0 334.55 58546.25

5.29 Providing and fixing sheet covering over expansion

joints with iron screws as per design to match the

colour I shade of wall treatment.

5.29.1 Non-asbestos fibre cement board 6 mm thick as per

IS: 14862.

5.29.1.2 200mm wide. metre 25.0 93.80 2345.00

6.00 BRICK WORK

6.1 Brick work with F.P.S. bricks of class designation 150in foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 67.0 2121.75 142157.25

6.4 Brick work with F.P.S. bricks of class designation 150

in superstructure above plinth level up to floor V level

in all shapes and sizes in

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 662.0 2430.25 1608825.50

6.13 Half brick masonry with F.P.S. bricks of class

designation150 in superstructure above plinth level up

to floor V level.

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) sqm 2125.0 302.80 643450.00

6.15 Extra for providing and placing in position 2 Nos. 6mm

dia. M.S. bars at every third course of half brickmasonry (with F.P.S. bricks). sqm 2125.0 47.80 101575.00

NS Brick ti le cladding with an under base of 12 mm thich

cement plaster 1:4 ( 1cement : 4 coarse sand ) and fixing

tiles as per approved samples with cement paste backing

and finishing the grooves with coloured pig ments as per

manufactures specification complete

sqm 155.0 867.00 134385

16.7 Brick edging in full brick width and half brick depth

including excavation, refilling and disposal of surplus

earth lead upto 50 metres.

16.7.1 With F.P.S. bricks of class designation150 metre 0.0 52.35 0.00

MARBLE WORK

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8.2 Providing and fixing 18mm thick gang saw cut mirror

polished premoulded and prepolished) machine cut for

kitchen platforms, vanity counters, window sills , facias

and similar locations of required size of approved

shade, colour and texture laid over 20mm thick base

cement mortar 1:4 (1 cement : 4 coarse sand) with

joints treated with white cement, mixed with matching

pigment, epoxy touch ups, including rubbing, curing,

moulding and polishing to edge to give high gloss

finish etc. complete at all levels.

8.2.2 Granite of any colour and shade

8.2.2.1 Area of slab upto 0.50 sqm sqm 65.00 2575.10 167381.50

8.3 Extra for providing edge moulding to 18mm thick

marble stone counters, Vanities etc. including machine

polishing to edge to give high gloss finish etc. complete

as per design approved by Engineer-in- Charge.

8.3.2 Granite work. metre 95.0 97.60 9272.00

8.4 Extra for fixing marble /granite stone over and above

corresponding basic item, in facia and drops of width

upto 150 mm with epoxy resin based adhesive

including cleaning etc. complete. metre 95.0 106.80 10146.00

8.5 Extra for providing opening of required size & shape for

wash basins? kitchen sink in kitchen platform, vanity

counters and similar location in marble/Granite/stone

work including necessary holes for pi llar taps etc.

including rubbing and polishing of cut edges etc.

complete.each 48.0 151.00 7248.00

9- WOOD AND P.V.C. WORK

NS Providing wood work in frames of doors , windows, and

clerestory windows and other frames, wrought framed and

fixed in position :

Kiln seasoned and chemically treated chaap woodcum 14.0 45806.55 641291.70

9.9 Providing and fixing glazed shutters for doors, windows

and clerestory windows using 4 mm thick float glass

panes including black enamelled lSl marked M.S butt

hinges with necessary screws.

NS Kiln seasoned and chemically treated Hollock wood

30 mm thick sqm 135.0 2000.58 270078.30

NS Providing and fixing float glass panes 4 mm thick in

doors,window and clerestory window shutters .(Area of

oppening for glass panes excluding portion inside rebate

shall be measured).sqm 20.0 400.33 8006.60

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9.20 Providing and fixing ISI marked flush door shutters

conforming to IS: 2202 (Part I) decorative type, core of

block board constwction with frame of 1St class hard

wood and well matched teak 3 ply veneering with

vertical grains or cross bands and face veneers on

both faces of shutters.

9.20.2 30 mm thick including ISI marked Stainless Steel butt

hinges with necessary screws.

sqm 250.7 1415.45 354867.479.20.1 35 mm thick including ISl marked Stainless Steel butt

hinges with necessary screws. sqm 2.20 1473.50 3241.70

9.24 Extra for providing vision panel not exceeding 0.1 sqm

in all type of flush doors (cost of glass excluded)

(overall area of door shutter to be measured):

9.24.1 Rectangular or square. sqm 30.0 99.90 2997.00

NS

Providing & fixing 35 mm thick wire gauze shutters using

galvanised M.S. wire gauze of average 1.4 mm with wire of

dia 0.63 mm for doors ,windows and clerestory windows

including ISI marked bright finished or/and black enamelled

M.S. butt hinges with necessary screws.

sqm 102.0 1055.48 107658.96

Kiln seasoned and chemically treated Marandi wood

Providing & fixing 30 mm thick wire gauze shutters using

galvanised M.S. wire gauze of average 1.4 mm with wire of

dia 0.63 mm for doors ,windows and clerestory windows

including ISI marked bright finished or/and black enamelled

M.S. butt hinges with necessary screws.

NS Kiln seasoned and chemically treated Marandi wood sqm 135.0 945.38

127626.30

NS

Providing and fixing wooden moulded beading to door and

window frames with iron screws plugs and priming coat onunexposed surface etc. complete:

2nd class teak wood

35x12 mm metre 2420.0 44.59 107907.80

9.48 Providing and fixing M.S. grills of required pattern in

frames of windows etc. with MS. flats, square or round

bars etc. all complete.

9.48.2 Fixed to openings /wooden frames with rawl plugs

kg 1350.0 64.40 86940.00

9.53 Providing 40x5 mm flat iron hold fast 40 cm long

including fixing to frame with 10 mm diameter bolts,

nuts and wooden plugs and embeddings in cement

concrete block 30x1 OxI 5cm 1:3:6 mix (1 cement: 3

coarse sand:6 graded stone aggregate 20mm nominalsize)

each 0.0 61.50 0.00

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9.96 Providing and fixing aluminium sliding door bolts ISI

marked anodised (anodic coating not less than grade

AC 10 as per IS: 1868) transparent or dyed to required

colour or shade with nuts and screws etc. complete:

9.96.1 300x16 mm each 1.00 158.50 158.50

9.96.2 250x16 mm each 160.0 134.10 21456.00

9.97 Providing and fixing aluminium tower bolts ISI markedanodised (anodic coating not less than grade AC 10 as

per IS: 1868 ) transparent or dyed to required colour or

shade with necessary screws etc. complete:

9.97.2 250x10 mm each 451.0 62.20 28052.20

9.97.4 150x10 mm each 1568.0 42.75 67032.00

9.100 Providing and fixing aluminium handles ISI marked

anodised (anodic coating not less than grade AC 10 as

per IS : 1868) transparent or dyed to required colour or

shade with necessary screws etc. complete:

9.100.1 125 mm each 491.0 48.80 23960.80

9.100.3 75 mm each 960.0 28.35 27216.00

9.101 Providing and fixing aluminium hanging floor door

stopper ISI marked anodised (anodic coating not less

than grade AC 10 as per IS : 1868) transparent or dyed

to required colour and shade with necessary screws

etc. complete.

9.101.2 Twin rubber stopper each 162.0 53.90 8731.80

9.102 Providing and fixing aluminium casement stays ISI

marked anodised (anodic coating not less than grade

AC 10 as per IS: 1868) transparent or dyed to required

colour and shade with necessary screws etc.

complete.

each 480.0 47.55 22824.00

9.103 Providing and fixing bright finished brass 100 mm

mortice latch and lock ISI marked with six levers and a

pair of anodised (anodic coating not less than grade

AC 10 as per IS : 1868) aluminium lever handles with

necessary screws etc. complete (Best make of

approved quality).

each 16.0 435.90 6974.40

10 STEEL WORK

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10.18 Providing and fixing circular/ Hexagonal cast iron or

M.S. sheet box for ceiling fan clamp of internal dia

140mm, 73mm height, top lid of 1.5mm thick M.S.

sheet with its top surface hacked for proper bonding,

top lid shall be screwed into the cast iron/ MS. sheet

box by means of 3.3mm dia. round headed screws,

one lock at the corners. Clamp shall be made of 12mm

dia MS. bar bent to shape as per standard drawing.

each 96.0 81.20 7795.20

10.25 Steel work welded in built up sections/ framed work

including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer using

structural steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, railings,

brackets, gates and similar works. kg 2750.0 51.20 140800.00

10.26 Providing and fixing hand rail of approved size by

welding etc. to steel ladder railing, balcony railing and

staircase railing including applying a priming coat of

approved steel primer.

10.26.1 M.S. tube. kg 550.0 60.15 33082.50

11- FLOORING

11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate) finished with a

floating coat of neat cement including cement slurry,

but excluding the cost of nosing of steps etc. complete.

11.3.1 40mm thick with 20mm nominal size stone aggregate.sqm 65.0 192.95 12541.75

11.26 Kota stone slab flooring over 20 mm (average) thick

base laid over and jointed with grey cement slurry

mixed with pigment to match the shade of the slab

including rubbing and polishing complete with base ofcement mortar 1: 4 (1 cement : 4 coarse sand)

11.26.1 25 mm thick. sqm 446.0 694.40 309702.40

11.25 Extra for marble stone flooring in treads of steps and

risers using single length up to 2.00 metre

sqm 122.0 122.35 14926.70

11.27 Kota stone slabs 25 mm thick in risers of steps,

skirting, dado and pillars laid on 12 mm (average) thick

cement mortar 1:3 (1 cement 3 coarse sand) and

jointed with grey cement slurry mixed with pigment to

match the shade of the slabs, including rubbing and

polishing complete.

sqm 40.0 676.75 27070.00

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11.36 Providing and fixing 1st quality ceramic glazed wall

tiles conforming to IS:15622 (thickness to be specified

by the manufacturer ) of approved make in all colours,

shades except burgundy, bottle green, black of any

size as approved by Engineer-in-Charge in skirting,

risers of steps and dados over 12mm thick bed of

cement Mortar 1:3(1 cement: 3 coarse sand) and

jointing with grey cement slurry @ 3.3kg per sqm

including pointing in white cement mixed with pigment

of matching shade complete.

sqm 715.0 556.60 397969.00

11.37 Providing and laying Ceramic glazed floor tiles

300x300 mm (thickness to be specified by the

manufacturer) of 1st quality conforming to IS 15622 of

approved make in colours such as White, Ivory, Grey,

Fume Red Brown, laid on 20 mm thick Cement Mortar

1:4 (1 Cement : 4 Coarse sand) including pointing the

joints with white cement and matching pigment etc.,

complete. sqm 135.0 598.65 80817.75

11.39 Providing and laying rectified Glazed Ceramic floor

tiles 300x300 mm or more (thickness to be specified bythe manufacturer) of 1st quality conforming to IS :

15622 of approved make in colours White, Ivory, Grey,

Fume Red Brown, laid on 20mm thick cement mortar

1:4 (1 Cement: 4 Coarse sand) including grouting the

joints with white cement and matching pigments etc.,

complete.

sqm 70.0 759.90 53193.00

11.41 Providing and laying vitrified floor t iles in different sizes

(thickness to be specif ied by the manufacturer) with

waterabsorptions less than 0.08% and conforming to

IS : 15622 of approved make in all colours and shades,

laid on 20mm thick cement mortar 1:4 (1 cement 4

coarse sand) including grouting the joints with white

cement and matching pigments etc., complete.

11.41.2 Size of Tile 60x60 cm sqm 135.0 598.65 80817.75

11.39 Providing and laying rectified Glazed Ceramic floor

tiles 300x300 mm or more (thickness to be specified by

the manufacturer) of 1st quality conforming to IS :

15622 of approved make in colours White, Ivory, Grey,

Fume Red Brown, laid on 20mm thick cement mortar

1:4 (1 Cement: 4 Coarse sand) including grouting the

joints with white cement and matching pigments etc.,

complete.

sqm 70.0 759.90 53193.00

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11.41 Providing and laying vitrified floor t iles in different sizes

(thickness to be specified by the manufacturer) with

waterabsorptions less than 0.08% and conforming to

IS : 15622 of approved make in all colours and shades,

laid on 20mm thick cement mortar 1:4 (1 cement 4

coarse sand) including grouting the joints with white

cement and matching pigments etc., complete.

11.41.2 Size of Tile 60x60 cm sqm 1035.0 1031.85 1067964.75

12 ROOFING

12.22 Making khurras 45x45 cm with average minimum

thickness of 5 cm cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate of 20 mm

nominal size) over P.V.C. sheet lmxlmx400micron,

f inished with 12mm cement plaster 1:3 (1 cement: 3

coarse sand) and a coat of neat cement rounding the

edge sand making and finishing the outlet complete.

each 9.00 108.00 972.00

12.41 Providing and fixing on wall face unplasticised Rigid

PVC rain water pipes conforming to IS : 13592 Type A

including jointing with seal ring conforming to IS : 5382leaving 10 mm gap for thermal expansion.(i) Single

socketed pipes.

12.41.2 110 mm diameter metre 125.0 163.40 20425.00

12.42 Providing and fixing on wall face uriplasticised - PVC

moulded fittings/ accessories for unplasticised Rigid

PVC rain water pipes conforming to IS :13592 Type A

including jointing with seal ring conforming to IS 5382

leaving 10 mm gap for thermal expansion.

12.42.1 Coupler

12.42.1.2 110 mm each 9.0 101.65 914.8512.42.5.2 110mm bend each 9.0 134.20 1207.80

12.42.6 Shoe (Plain)

12.42.6.2 110mm Shoe each 9.0 263.10 2367.90

12.43 Providing and fixing unplasticised -PVC pipe clips of

approved design to unplastic ised - PVC rain water

pipes by means of 5Ox5Ox5Omm hard wood plugs,

screwed with M.S. screws of required length including

cutting brick work and fixing in cement mortar 1:4 (1

cement : 4 coarse sand) and making good the waIl etc.

complete.

12.43.2 110 mm each 36.0 96.90 3488.40

12.44 Providing and fixing to the inlet mouth of rain water

pipe cast iron grating 15 cm diameter and weighing not

less than 440 grams. each 9.0 23.40 210.60

FINISHING

13.4 12 mm cement plaster of mix:

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13.4.2 1:6 (1 cement: 6 coarse sand) sqm 3930.0 72.70 285711.00

13.5 15 mm cement plaster on rough side of single or half

brick wall of mix:

13.5.2 1:6 (1 cement: 6 coarse sand) sqm 3930.0 84.55 332281.50

13.16 6 mm cement plaster of mix:

13.16.1 1:3 (1 cement: 3 fine sand) sqm 3410.0 62.15 211931.50

13.26 Providing and applying plaster of paris putty of 2 mm

thickness ov plastered surface to prepare the surfaceeven and smooth complete sqm 1350.0 47.20 63720.00

NS Making plaster of paires cornice 100 mm as per approved

sample and as per direction of Engineer -in -Charge

metre 1800.0 114.39 205902.00

NS

Providing and applying two coats of white based ready

mixed putty over plastered surface and grinding the surface

smooth with sand paper to get an evenand smooth finish

including cost a nd cartage of materials , labour charges,

scafolding ,shuttering etc.

0.0 86.99 0.00

13.47 Finishing walls with Premium Acrylic Smooth exterior

paint with Silicone additives of required shade

13.47.1 New work (Two or more coats applied @ 1.43 ltr/ 10

sqm. over and including base coat of water proofing

cement paint applied @ 2.20 kg/ 10 sqm).

sqm 1530.0 60.10 91953.00

13.50 Applying priming coat:

13.50.1 With ready mixed pink or Grey primer of approved

brand and manufacture on wood work (hard and soft

wood)

sqm 1390.0 16.55 23004.50

13.50.3 With ready mixed red oxide zinc chromate primer of

approved brand and manufacture on steel galvanised

sqm 135.0 12.65 1707.75

13.61 Painting with synthetic enamel paint of approved brand

and manufacture to give an even shade:

13.61.1 Two or more coats on new work sqm 1510.0 33.35 50358.50

13.68 French spirit polishing:

13.68.1 Two or more coats on new works including a coat of

wood filler.

sqm 30.0 75.60 2268.00

22 WATER PROOFING

22.3 Providing and laying water proofing treatment to

vertical and horizontal surfaces of depressed portions

of W.C., kitchen and the like consisting of:

i) 1st course of applying cement slurry @ 4.4 Kg/sqmmixed with water proofing compound conforming to IS

2645 in recommended proportions including rounding

off junction of vertical and horizontal surface.

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i i) l lnd course of 20mm cement plaster 1:3 (1 cement: 3

coarse sand) mixed with water proofing compound in

recommended proportion including rounding off

junction of vertical and horizontal surface.

i ii ) IlIrd course of applying blown or residual bitumen

applied hot at 1.7 Kg. per sqm of area.

iv) lVth course of 400 micron thick PVC sheet. (Overlaps

at joints of PVC sheet should be 100 mm wide andpasted to each other with bitumen @ 1.7 Kg/sqm.)

Sqm 250.0 272.50 68125.00

22.7 Providing and laying integral cement based water

proofing treatment including preparation of surface as

required for treatment of roofs, balconies, terraces etc

consisting of following operations: a) Applying a slurry

coat of neat cement using 2.75 kg/sqm. of cement

admixed with water proofing compound conforming to

IS. 2645 and approved by Engineer-in-charge over the

RCC slab including adjoining walls upto 300mm height

including cleaning the surface before treatment. b)

Laying brick bats with mortar using broken bricks/brick

bats 25 mm to 115mm size with 50% of cement mortar

1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and

approved by Engineer-in-charge over 20 mm thick

layer of cement mortar of mix 1:5 (1 cement :5 coarse

sand ) admixed with water proofing compound

conforming to IS : 2645 and approved by Engineer-in-

charge to required slope and treating similarly the

adjoining walls upto 300 mm height including rounding

of junctions of walls and slabs C) After two days of

proper curing applying a second coat of cement slurry

using 2.75kg! sqm of cement admixed with water

proofing compound conforming to IS : 2645 and

approved by Engineer-in-charge. d) Finishing the

surface with 20 mm thick jointless cement mortar of

mix 1:4 (1 cement: 4 coarse sand) admixed with water

proofing compound conforming to IS: 2645 andapproved by Engineer-in-charge including laying glass

fibre doth of approved quality in top layer of plaster and

final ly finishing the surface with trowe with neat

cement suvr an making pattern ot 300x300 mm square

3mm deep. e) The whole terrace so finished shall be

flooded with water for a minimum period of two weeks

for curing and for final test. All above operations to be

22.7.1 With average thickness of 120mm and minimum

thickness at khurra as 65 mm.Sqm 430.0 541.50 232845.00

20105390.00 1679355.36

Add 26 % cost index5227401.40

25332791.40

GRAND TOTAL 27012146.76

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NAME OF WORK:- C/O 448 No G+3 STOREYED HOUSES OF 101.77 Sqm SUPER AREA INSECTOR-OMICRON IIIrd GREATER NOIDA

BASED ON DSR-

07

BASED ON

AR/GNIDASANITARY INSTALLATIONS FOR 448 Nos.

N.S.

Providing & laying and jointing and testing of PVC pipe

(Finolex make- ring fit) of following dia 6kg/cm2 including

all specials & fittings etc. as required for proper

completion of wprk ( the contractor has to arrange the

source of water & required head for testing )

a) 110 mm diameter meter 3696 210.98 779782.08

17.2 Providing and fixing white vitreous china pedestal

type water closet (European type W.C. pan) with

seat and lid, 10 litre low level white P.V.C. f lushing

cistern with manually controlled device (handle

lever), conforming to IS 7231, with all fittings andfixtures complete including cutting and making good

the walls and floors wherever required

17.2.1 W.C. pan with ISI marked white solid plast ic seat

and lid Each 448 2152.5 964320.00

17.1 Providing and fixing water closet squatting pan

(Indian type W.C. pan with 100mm sand cast Iron P

or S trap, 10 litre low level white P.V.C. flushing

cistern with manually controlled device (handle lever)

conforming to IS : 7231, with all fittings and fixtures

complete including cutting and making good the

walls and floors wherever required

17.1.1 White Vitreous china Orissa pattern W.C. pan of size

580x440mm with integral type foot rests. Each 448 2304.65 1032483.20

N.S.

Providing & fixing in position of white vitreous china

below counter wash basin /circular /ovel with C.I. brackets

painted white 32mm dia C.P. brass waste 32mm dia

C.P.cast brass botte trap, including cutting and making

good the walls and floors where required Make -

Hindware model 10072,

a) White vitereous chaina wash basin size

550mmx450mm. Each 896 1176 1053696.00

17.29 Providing and fixing 100 mm sand cast Iron grating

for gully trap.Each 896 16.45 14739.20

17.10 Providing and fixing Stainless Steel A ISI 304 (18/8)

kitchen sink as per IS 13983 with Cl. brackets and

stainless steel plug 40 mm including painting of f it tings and brackets, cutt ing and making good the

walls wherever required

17.10.2 Kitchen sink without drain board

17.10.2.

3

470x420 mm bowl depth 178 mm.each 448.00 2161.55 968374.40

Unit Qty. RateAMOUNT



S.no DSR-07 Discription

8/13/2019 Sector 16C

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17.28 Providing and fixing P.V.C. waste pipe for sink or

wash basin including P.V.C. waste fittings complete.

17.28.2 Flexible pipe

17.28.2.2 40 mm diaeach 448.00 49.10 21996.80

N.S.

Providing and laying in position cement

concrete1:4:8 (1 Cement : 4 coarse sand : 8 graded

stone aggregate 40 mm nominal size).) alround CI

soil and waste of 75 mm thich (A.V) under floor

a) 100 mm diameter pipe meter 2352.00 80.00 188160.00

18.10 Providing and fixing G.l. pipes complete with G.l.

f it tings and clamps, including cutting and making

good the walls etc.

Internal work Exposed on wall.

18.10.4 32 mm dia. nominal boremetre 1882.00 226.10 425520.20

18.10.6 50 mm dia. nominal boremetre 2352.00 342.90 806500.80

4233934.6 2021638.08Add 26 % cost index 1100823.00

5334757.596


WATER SUPPLY FOR 448 Nos HOUSES

18.4 Providing and fixing 3 layer PP-R (Poly propylene

Random copolymer) pipes SDR 7.4 U V stabilized &

anti - microbial fusion welded, having thermal

stability for hot & cold water supply including all PP -

R plain & brass threaded polypropylene random

fittings i/c fixing the pipe with clamps at 1.00 mspacing. This includes testing of joints complete as

per direction of Engineer in Charge.

Internal work Exposed on wall

18.4.2 PN - 16 Pipe, 20 mm OD metre 3944 96.4 380201.60

18.4.3 PN - 16 Pipe, 25 mm OD metre 3944.00 135.30 533623.20



Random copolymer) pipes SDR 7.4 U V stabilized &

anti - microbial fusion welded, having thermal

stability for hot & cold water supply including all PP -

R plain & brass threaded polypropylene random

fittings i/c fixing the pipe with clamps at 1.00 m

spacing. This includes the cost of cutting chases and

making good the same including testing of joints

complete as per direction of Engineer in Charge.

8/13/2019 Sector 16C

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Concealed work including cutting chases and

making good the walls etc.,



Random copolymer) pipes U V stabilized & anti -

microbial fusion welded, having thermal stability for

hot & cold water supply including all PP - R plain &

brass threaded polypropylene random fittings

including trenching refilling & testing of jointscomplete as per direction of Engineer in Charge.

External work

18.6.4 PN - 16 Pipe, 32 mm OD (SDR 7.4) metre 620.00 194.40 120528.00

18.15 Providing and fixing brass bib cock of approved

quality:

18.15.1 15 mm nominal boreeach 2464.00 191.70 472348.80

18.16 Providing and fixing brass stop cock of approved

quality:

18.16.1 15mm nominal boreeach 493.00 191.70 94508.10


18.18 Providing and fixing ball valve (brass) of approved

quality, High or low pressure, with plastic floats

complete:


18.17 Providing and fixing gun metal gate valve with Cl.

wheel of approved quality (screwed end):

18.17.1 25 mm nominal bore

each 616.00 285.50 175868.0018.29 Supplying pig lead at site of work.

quinal 0.00 6742.20 0.00

18.53 Providing and fixing C.P. brass angle valve for basin

mixer and geyser points of approved quality

confoming to IS:8931

18.53.1 15mm nominal boreeach 4032.00 347.65 1401724.80

18.74 Providing and fixing unpiasticised P.V.C. connection

pipe with PTMT Nuts col lar and bush of approved

quality and colour.

18.74.2 15mm nominal bore with 45cm length.

each 0.00 52.90 0.00

18.48 Providing and placing on terrace (at all floor levels)

polyethylene water storage tank ISI: 12701 marked

with cover and suttable locking arrangement and

making necessary holes for inlet, outlet and overflow

pipes but without fittings and the base support for per litre 224000 5.25 1176000.0

6876010.00

8/13/2019 Sector 16C

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Add 26 % cost index 1787762.6


DRAINAGE FOR 448 Nos HOUSES

N.S.

Providing fixing jointing in position the following UPVCpipes (working pressure 6 kg /sqcm) conforming to IS

4985 for drainage cut to required lengths including all

necessary fittings and specials such as bends , junctions,

offsets, making proper connections. including providing

PCC thrust block at 2 mtr center to center pipe to be laid

below ground level in trenches upto required depth

including excavation in all kind of soil dewatering refilling ,

watering ,ramming & removing the surplus excavated

meterial and making good the same complete as required

. 432.00 650.00 280800.00

19.2 Providing and laying cement concrete 1:5:10 (1

cement : 5 coarse sand : 10 graded stone aggregate

40 mm nominal size) all-round S.W. pipes including

bed concrete as per standard design:

19.2.1 100 mm diameter S.W. pipe metre 432.00 331.20 143078.40

19.4 Providing and fixing square-mouth SW. gully trap

grade A complete with C.l. grating brick masonry

chamber with water tight C.l. cover with frame of 300

x300 mm size (inside) the weight of cover to be not

less than 4.50 kg and frame to be not less than 2.70

kg as per standard design:

19.4.3.1 With F.P.S. bricks class designation 150each 230.00 1036.00 238280.00

2.10 Excavating trenches of required width for pipes,

cables, etc including excavation for sockets, anddressing of sides, ramming of bottoms, depth up to

1.5 m including getting out the excavated soil, and

then returning the soil as required, in layers not

exceeding 20 cm in depth induding consolidating

each deposited layer by ramming, watering, etc. and

disposing of surplus excavated soil as directed,

within a Iead of 5Om:

2.10.1 All kind of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not

exceeding 300 mm dia. metre 0.00 115.05 0.00

381358.40 280800.00

Add 26 % cost index 99153.184

480511.58


8/13/2019 Sector 16C

45/87

CIVIL WORK

SAINATARY WORK

WATER SUPPLY WORK

DRAINAGE WORK

FOR COST OF UNIT HOUSE

CIVIL WORK 27701386.64 / 16 1688259.17

SAINATARY WORK 11117565.008 / 448 16420.53

WATER SUPPLY WORK 10461652.49 /448 19338.78

DRAINAGE WORK 823935.60 /448 1699.36

1725717.83

Per sqm super area cost 1713961.12 / 101.77 16957.04

21620208 1351262.976

6255572.7 13963.33

6876010 15348.24

662158.4 1478.03

1382052.576

Per sqm super area cost 1382052.576 /101.77 13580.16

43793626.62

27012146.76

7356395.676

8663772.60

761311.58

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8/13/2019 Sector 16C

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S.No. AMOUNT

FOR COST OF UNIT HOUSE

1 27012146.76 / 16 1688259.17

2 7356395.676 / 448 16420.53

3 8663772.60 / 448 19338.78

4 761311.58 / 448 1699.36

TOTAL 1725717.83

16957.04


PER SQM SUPER AREA COST

DESCRIPTION OF WORK

CIVIL WORK

SAINATARY WORK


DRAINAGE WORK

WATER SUPPLY WORK

8/13/2019 Sector 16C

48/87

21620207.6 1351262.98

6255572.68 13963.33

6876010 15348.24

662158.4 1478.03

1382052.58

Per sqm super area cost 1382052.576 /101.77 13580.16

8/13/2019 Sector 16C

49/87



GENERAL ABSTRACT OF COST

S.No. AMOUNT

1 1688259.17

2 16420.53

3 19338.78

4 1699.36

1725717.83

34514.36

1760232.19

17.60 lacs

Prepared by



(WC-4) (WC-4)

Technical sanction Accorded for Rs.17.60 lacs ( Rupeees Seventeen lacs sixty thousand only )

O.S.D. (Proj.) G.M.(Proj.) G.M.( Plg.)

(WC-4)

( A.K.RAI )

MANAGER

DRAINAGE WORK

Add 2 % contingencies

GRAND TOTAL

say



DESCRIPTION OF WORK

CIVIL WORK

SAINATARY WORK

WATER SUPPLY WORK

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50/87

8/13/2019 Sector 16C

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G.M.(Fin.)

8/13/2019 Sector 16C

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8/13/2019 Sector 16C

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8/13/2019 Sector 16C

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1- NECESSITY OF THE WORK

BUDGETARY PROVISIONS Yes

ORDER OF THE C.E.O. Yes

2- MASTER PLAN PROVISION :

SERVICE TO BE IN ACCORDANCE WITH THE LAYOUT PLAN . Yes

ROAD SECTION ECT. TO BE SHOWN Yes

L- SECTIONS FOR CUTTING AND FILLING TO BE SHOWN YesLEVELS TO BE SHOWN ON CONTOUR PLAN . Yes

DEPTH AND LENGTH OF DRAINS . N.A.

LENGTH AND WIDTH OF ROAD TO BE CLEARLY INDICATED . Yes

3- BUILDING PLANS

DETILLED SPECIFICATIONS SHEET IN BUILDING UNDER CONSTRUCTION. N.A.

PROVISION OF ELECTRIC AND TELEPHONE LINES IN BUILDINGS. N.A.

PROVISION OF SITE DELVELOPMENT . N.A.

4- DURING COMPLETION :

PROVISION OF PATRI DRESSING FINISHED Yes

CLEANING OF BRICKS & OTHER ROAD CONSTRUCTION MATERIAL. Yes

5- IN ELECTRICAL ESTIMATES :

ROAD SECTION SHOWING ILL & LL CABLE N.A.

LUX LEVEL ON INDIVIDUAL ROADS. N.A.

LOCATION OF POLES N.A.

LENGTH OF ROADS & DISTANCE OF POLE. N.A.

KARAN SINGH KAPIL DEV SINGH K.K.SINGH


(WC-1) (WC-1) (WC-1)

CHECK LIST FOR CHECKING ENGINEERING ESTIMATES

8/13/2019 Sector 16C

55/87

S.No.

1 Rs. 0.00

2- Rs. 0.00

Rs. 0.00

Rs. 316.66 lacs

Prepared by


(WC-1) (WC-1) (WC-1)

Technical sanction Accorded for Rs.316.66 lacs ( Rs Three crore Sixteen lacs & Sixty six Thousand

six thouand only

O.S.D. (Proj.) G.M.(Proj.) G.M.( Plg.) G.M.(Fin.)

say

Cost of 45m,24M wide Road


DESCRIPTION OF WORK

GENERAL ABSTRACT OF COST

E OF WORK:- C/O 45.00Mtr & 24.00Mtr. WIDE ROAD IN SECTOR -16 C GREATER NO

AMOUNT


Add 2 % contingencies

GRAND TOTAL

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ASST.MANAGER MANAGER SR.MANAGER

(WC-1) ( WC-1) (WC-1)

8/13/2019 Sector 16C

58/87

S.N. DSR No. Discription No. L B H

1 2.32 Clearing grass and removal of the rubbish up to a distance of

50 m Outside the periphery of the area cleared.

45.00 M wide Road 1x1 1000.00 45.00 - 45000.00 Sqm

24.00 M wide Road 1x1 857.00 24.00 - 20568.00 Sqm

TOTAL 65568.00 Sqm

2 A.R./GN

IDA

Earth work in rough excavation,banking excavated earth in




roller of minimum 8 tonnes and dressing up in embankments

for roads, flood bank or filling up ground depressions, all leads

as er MOST A.R. GNIDA For all kinds of soilLead upto 8.00 k.m. 73050.89 cum

3 16.2 Extra for compaction of earth work in embankment under

optimum moisture conditions to give at least 95% of the

maximum dry density (proctor density).

73050.89 cum

4 MORT

H-401

construction of granular sub- base by providing corse graded

material ,spreading in uniform layers with motar grader on

prepared surface , mixing by mix in place mothed with

rotavator at OMC,and compcting with vibratory roller to

achieved the desired density ,complete as per MORTH Clause

45.00 M wide Road 1x2 1000.00 7.80 0.100 1560.00 cum


TOTAL 1591.20 cum

5 MORT

H-406

Providing ,Laying ,Spreading & compcting graded stone

aggregate to wet mix macadam specification including

Premixing the material with water at OMC in mechanical mix

plant carriage of mixed material by tipper to site ,laying in

uniform layers with paver in sub -base / bace course on well

prepared surface & compacting with vibratory roller to

achieved the desired density

45.00 M wide Road 1x2x1 1000.00 7.50 0.125 1875.00 cum

1x2x1 1000.00 7.50 0.100 1500.00


TOTAL 3442.50 cum

6 Supplying and stacking at site.

16.3.1 a) 90mm-45mm size stone aggregate

24.00 M wide Road 1x1 857.00 7.30 0.135 844.57 cum

ADD 2.00% FOR Curve 16.89

Less for voids 7.5% 64.61 cum

TOTAL 796.86 cum

16.3.2 b) 63mm-45mm size stone aggregate

24.00 M wide Road 1x1x2 857.00 7.00 0.10 1199.80



TOTAL 1132.01 cum

16.3.3 c)53mm-22.4mm size stone aggregate

24.00 M wide Road1x1 857.00 7.00 0.10 599.90

Qty.

Qty as per calculation sheet


GREATER NOIDA INDUSTRIAL DEVELOPMENT AUTHORITY 169,CHITVAN ESTATE,SECTOR-GAMMA,GREATER NOIDA CITY

NAME OF WORK:- C/O 45.00M & 24.00M WIDE ROAD IN SECTOR -16C, GREATER NOIDA

8/13/2019 Sector 16C

59/87



TOTAL 566.01 cum

7 16.3.10 Supplying and stacking moorum at site.

24.00 M wide Road 226.40 cum

8 16.4 Laying spreading and compacting stone aggregate of specified

sizes to WBM specifications including spreading in uniform

thickness, hand picking, rolling with 3 wheeled road I

vibratory roller 8-10 tonne in stages to proper

grade and camber, applying and brooming

requisite type of screening I binding material

to fill up interstices of coarse aggregate

watering and compacting to the required

24.00 M wide Road Qty of Item No. 7(a)+7(b)+7(c) 2494.87 cum9 16.7 Brick edging in full brick width and half brick depth including

excavation, refilling and disposal of surplus earth lead upto 50

metres.

16.7.1 With F.P.S. bricks of class designation 75

45.00 M wide Road 1x2 1000.00 - - 2000.00 Mtr

24.00 M wide Road ) 1x2 857.00 - - 1714.00 Mtr

TOTAL 3714.00 Mtr

10 4.1 Providing and laying in position cement concrete of specified

grade excluding the cost of centring and shuttering- All work

upto plinth level.

4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40

mm nominal size)

45.00 M wide Road 1X2 1000.00 0.30 0.075 45.00 Cum

TOTAL 45.00 Cum

11 6.1 Brick work with FPS bricks of class designation 150 in

foundation and plinth in:

6.1.1 Cement mortar 1:4 (1 cement, : 4 coarse sand)

45.00 M wide Road 1X2 1000.00 0.23 0.15 69.00 Cum

TOTAL 69.00 Cum

12 13.4 12mm cement plaster of mix:

13.4.1 1:4 (1 cement : 4 coarse sand)

45.00 M wide Road 1X2 1000.00 0.15 - 300.00 Sqm

TOTAL 300.00 Sqm

13 19.6 Supply of ISI Marked R.C.C. NP3 pipe of

Following Size inculding Carting & loading &

unloading at near inculding all takes and

laives and rubber rings

19.6.3 250 mm dia. R.C.C. pipe

a) 45.00 M wide Road1x2x5 12.50 - - 125.00 Mtr

24.00 M wide Road 1x2x5 8.00 - - 80.00 Mtr

TOTAL 205.00 Mtr

13(B) Laying NP3 R.C.C. S & S Pipes Jointed with

shift mixture of cement mortar in the

proporation of 1:2 (1 cement:2fine sand)

inculding testing of joints Etc.

250 mm dia. R.C.C. pipe

45.00 M wide Road 1x2x5 12.50 - - 125.00 Mtr

24.00 M wide Road1x2x5 8.00 - - 80.00 Mtr

TOTAL 205.00 Mtr

20% of qty of IInd inter and top coat (1109.82/2 +554.91) cum

8/13/2019 Sector 16C

60/87

14 16.69 Providing and laying at or near ground level factory made kerbstone of M-25 grade cement in position to the required line,

level and curvature jointed with cement mortar 1:3 (1 cement:

3 coarse sand) including making joints with or without grooves

(thickness of joints except at sharp curve shall not to more than

5mm) including making drainage opening wherever required

complete etc. as per direction of Engineer-in-charge (length of

finished kerb edging shall be measured for payment). (Precast

C.C. kerb stone shall be approved by Engineer-in-charge).

45.00 M wide Road 1X2 1000.00 0.345 0.13+0.08/2 72.45 CUM

TOTAL 72.45 Mtr

15 A.R./GN

IDA

Providing &laying surface dressing as wearing course in single

coat using crushed stone aggregates of specified size on a layer

of bituminous binder 80/100@ 1.20 liad on prepared surface

and rolling with 8 - 10 tonne smooth wheeled steel roller.

24.00 M wide Road 1x1 857.00 7.00 - 5999.00 Sqm

Add 2% for curve 119.98 Sqm

TOTAL 6118.98 Sqm

16 MOST-

503Providing and applying Primer coat with bitumen

emulsion on prepared surface of granular base

inculding cleanning of road surface and sprayingprimer @ 7.50kg/10Sqm using mechanical (Morth

50245.00 M wide Road 1x2 1000.00 7.50 - 15000.00 Sqm


15300.00 Sqm

17 MOST Bitumen tack coat over painted surface including cost of

bitumen including maintence of sides parries and watering

then during opration including supply of labour machine ,fuil t

& p requird for proper completion of work as per most

specification no 502 and as per direction of engineer incharge

with 5.00 kg of bitumen for 10 sqm

24.00 M wide Road 6118.98 Sqm

TOTAL 6118.98 Sqm

18 MOST Providing laying & rolling of close - graded premix surfacing

material of 25 mm thickness composed of 11.2 mm to 0.09

mm ( Type -a ) or 13.2 mm to 0.09mm (Type -b) aggregate

using penetration grade bitumen CRMB -55 to the required

line grade and level to same as wearing course on a previously

prepared base ,including mixing in a suitable plant laying and

rolling with a smoth wheeled roller 8-10 tonne capacity ,and

finishing to required level and gread.

24.00 M wide Road 6118.98 Sqm

TOTAL 6118.98 Sqm

19 MOST-

503

Bitumen Tack coat over painted surface including

cost of bitumen including maintence of sides

parries and watering then during opration

including supply of labour machine ,fuil t & p

requird for proper completion of work as per most

specification no 502 and as per direction of

engineer incharge with 2.50 kg of bitumen for 10

s mt.45.00 M wide Road 1x2 1000.00 7.50 - 15000.00 Sqm


TOTAL 15300.00 Sqm



8/13/2019 Sector 16C

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20 MOST-

506

Providing & laying semi-dense bituminous concrete with 100-

120TPH hot mix plant producing an average output of 75

tonnes per hour using crushed aggregates of specified grading

premixed with bitumen binder CRMB-55 @ 5.0% of mix and

filler transporting the hot mix to site, laying with hydrostatic

paver finisher with sensor control to the required level, grade

and alingment and rolling with smooth, wheeled, vibratory and

tandom rollers to achieve the desired compaction as per

MORTH specification clause 508 complete in all respects.

(25mm thick) MOST/ A.R./ GNIDA

45.00 M wide Road 1x2 1000.00 7.50 - 15000.00 Sqm


TOTAL 15300.00 Sqm

21 18.34 Constructing masonry chamber 90x90x100 cm, inside with 75

class designation brick work in cement mortar 1:4 (1 cement :

4 coarse sand) for sluice valve, with CI surface box 100mm top

diameter, 160 mm bottom diameter and 180mm deep (inside)

with chained lid and RCC top slab 1:2:4 mix (1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal size)

necessary excavation foundation concrete 1:5:10 (1 cement : 5

fine sand : 10 graded stone aggregate 40 mm nominal size) and

inside plastering with cement mortar 1:3 (1 cement : 3 coarse

sand) 12 mm thick, finished with a floating coat of neat

cement complete as per standard design.

18.34.1 With F.P.S. brick

45.00 M wide Road1x3x1000/200 - - - 15.00 Nos.

24.00 M wide Road 1x2x857/200 - - - 10.00 Nos.

TOTAL 25.00 Nos.

22 13.37 White washing with lime to give an even shade:

13.37.1 New work (three or more coats)

45.00 M wide Road 1x2 1000 - 0.45 900.00 Sqm

TOTAL 900.00 Sqm

Karan Singh Kapil Dev Singh K.K.Singh

(ASST.MANAGER) (MANAGER) (SR. MANAGER)

(WC-I) (WC-I) (WC-I)

8/13/2019 Sector 16C

62/87

DSR-07

including

26 %

cost index( col. - 5

+26%

Analysed

Rate on

MarketRates

1 Clearing grass and removal of the

rubbish up to a distance of 50 m Outside

the periphery of the area cleared.

Per

100sqm

2 Earth work in rough excavation,banking

excavated earth in layers not exceeding

20 cm in depth breaking clods watering

,rolling each layer with 1/2 tonnes roller

or wooden or steel rammer and rolling

every 3rd and top most layer with power

roller of minimum 8 tonnes and dressing

up in embankments for roads, flood bank

or filling up ground depressions, all leads

as per (MOST /A.R./GNIDA) For all kinds

of soil

Lead upto 8.00 k.m. Cum

3 Extra for compaction of earth work in

embankment under optimum moisture

conditions to give at least 95% of the

maximum dry density (proctor density). Cum

6 Supplying and stacking at site.

a) 90mm-45mm size stone aggregate Cum

b) 63mm-45mm size stone aggregate Cum

c)53mm-22.4mm size stone aggregate Cum

7 Supplying and stacking moorum at site. Cum

8 Laying spreading and compacting stone

aggregate of specified sizes to WBM

specifications including spreading in

uniform thickness, hand picking, rolling

with 3 wheeled road I vibratory roller 8-

10 tonne in stages to proper grade

and camber, applying and brooming

requisite type of screening I binding

material to fill up interstices of coarse

aggregate watering and compacting

to the required density. Cum

9 Brick edging in full brick width and half

brick depth including excavation, refilling

and disposal of surplus earth lead upto 50

With F.P.S. bricks of class designation 75 Rmt

13(a) Supply of ISI Marked R.C.C. NP3

pipe of Following Size inculding

Carting & loading & unloading at near

inculding all takes and laives and

rubber rings

NAME OF WORK:-

Rate

Amount

GREATER NOIDA INDUSTRIAL DEVELOPMENT AUTHORITY


S.No Description Unit Qty.

8/13/2019 Sector 16C

63/87

250 mm dia. R.C.C. pipe Rmt

13(b) Laying NP3 R.C.C. S & S Pipes

Jointed with shift mixture of cement

mortar in the proporation of 1:2 (1

cement:2fine sand) inculding testing

Rmt

17 Bitumen tack coat over painted surface

including cost of bitumen including

maintence of sides parries and watering

then during opration including supply oflabour machine ,fuil t & p requird for

proper completion of work as per most

specification no 502 and as per direction

of engineer incharge with 5.00 kg of

bitumen for 10 sqm

MOST/A.R./GNIDA Sqm

18 Providing laying & rolling of close -

graded premix surfacing material of 25

mm thickness composed of 11.2 mm to

0.09 mm ( Type -a ) or 13.2 mm to

0.09mm (Type -b) aggregate using

penetration grade bitumen CRMB -55 to

the required line grade and level to same

as wearing course on a previously

prepared base ,including mixing in a

suitable plant laying and rolling with a

smoth wheeled roller 8-10 tonne

capacity ,and finishing to required level

MOST/A.R./GNIDA Sqm

TOTAL

Karan Singh Kapil Dev Singh K.K.Singh

(ASST. MANAGER) Sr.Manager (WC-I) (WC-I)

( MANAGER) (WC-I)

8/13/2019 Sector 16C

64/87

19.6 Providing and laying non-pressure NP3 class (light

duty) R.C.C. S & S pipes jointed with stiff mixture of

cement mortar in the proportion of 1:2 (1 cement : 2

fine sand) including testing of joints etc. complete:

19.6.2 250 mm dia. R.C.C. pipe

CodeDescription

Unit Quantity RateDetails of cost for 10 metre

MATERIALS

1701 250 mm dia pipe (in 2 m. length = 5 nos.) metre 10.00 247.22

1715 Collars 5 Nos. each 5.00 0.00

2281 carriage of pipes 100metre 10.00 0.00

367Cement of 5 joints = 5/2x0.0012 = 0.003 cum

=0.0045 tonne tonne 0.0045 4 500.00

2209 Carriage of cement tonne 0.0045 47.29

983 coarse sand sand for 5 joint = 0.0024x5/2 = 0.06 cum cum 0.06 600.00

2261 Carriage of sand cum 0.06 53.21

LABOUR123 Mason 1 st class Day 0.54 151.50

124 Mason 2nd class Day 0.54 141.60

114 Beldar Day 1.37 1.50 135.25

101 Bhishti Day 1.37 0.17 138.45

TOTAL

Add 1% for water charges

TOTAL

Add 15% for contractors profit and overheads

Cost for 10 metre

Cost for 1 metre

SAY

8/13/2019 Sector 16C

65/87

8/13/2019 Sector 16C

66/87


NAME OF WORK:- C/O 60.00 M ,45.00M WIDE ROAD IN SECTOR -16 B GREATER NOIDA

PART - A

1- 2.32 Clearing grass and removal of the rubbish up to a distance

of 50 m Outside the periphery of the area cleared.

100 sqm 164850.00 135.65

2- Earth work in rough excavation,banking excavated earth in




roller of minimum 8 tonnes and dressing up in

embankments for roads, flood bank or filling up ground

depressions, all leads as per (MOST /A.R./GNIDA) For all

kinds of

sector 16c

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