per sq.ft estimate

7/29/2019 PER SQ.FT ESTIMATE

1/16

Builtup

area in

sq.ft

2000 7943 RATE AMOUNT T.AMOUNT

8%

1 Cement Bage 81 326 300.00 97698.902 Steel Kgs 700 2780 55.00 152902.75

3 Sand (Medium) Brass 3.33 13.26 3500.00 46426.84

4 Metal / Khadi (20 mm) Brass 2.70 10.72 3600.00 38602.98 335631.47

26%

1 Cement Bage 319 1271 300.00 381264.00

2 Steel Kgs 3700 14695 55.00 808200.25



11%

1 Cement Bage 213 635 300.00 190632.00


3 Bricks (9", 4", 2.5") Nos. 32000 127088 7.00 889616.00 1180329.80

13%

1 Cement Bage 300 1191 300.00 357435.00

2 Sand (Fine) Brass 33.00 131.06 3700.00 484920.15 842355.15

8%

1 Cement Bage 60 238 300.00 71487.00

2 Sand (Fine) Brass 2.60 10.33 3700.00 38205.83

3 Mosaic tiles Sqft 1500 5957 28.00 166803.00 276495.83

2%

1 Cement Bage 80 318 300.00 95316.00

2 Steel Kgs 100 397 55.00 21843.25



32%

100%

1 Cement Bage 1053 3979 300.00 1193832.90

2 Steel Kgs 4500 17872 55.00 982946.25


4 Sand (Fine) Brass 35.60 141.39 3700.00 523125.98

5 Metal / Khadi (20 mm) Brass 20.88 82.92 3600.00 298529.71

6 Bricks (9", 4", 2.5") Nos. 32000 127088 7.00 889616.00

7 Mosaic tiles Sqft 1500 5957 28.00 166803.00

8Miscellaneous :

Electrical, Plumbing,Painting, Doors /

Windows (32%) TotalAmountof

Material's32%

4394298 32.00 1406175.34

5800473.29 Rs.

2320189.32 Rs.

730.26 Rs.

292.10 Rs.

8120662.61 Total Amount With Materials Say 1030.00 Rs.

Per. Sq.Ft. Labour

TOTAL Amt of Material

Per. Sq.Ft. Rate

UNIT

Work below plinth level

Plastering

Flooring & Tilling

RCC Water tank

eous : Electrical, Plumbing, Painting, Doors /

TOTAL Amt of Labour

PER.

COSTING

Work below plinth level

RCC work above plinth

Masonry above plinth

BUILT

UP

AREASR.NO. MATERIAL

J.B.Sarsariya Gayatri Construction Mo.no. 9898 421 515


2/16

SR.

No.

DTS

No. DESCRIPTION QTY

RATE

RS. PS. UNIT

AMOUNT RS.

PS.

HOME @ 12 X 35 = 420 SQ.FT

Item no. 1

1 1

Excavation for foundation including sorting out and stacking off

useful materials and disposing of the excavated stuff up to 200

Mt lead and all lift, watering etc. comp

( I ) 0 to 1.5mt. depth 968.00 6.00 CFT. 5808.00

(ll) 1.5 to 3.0 mt depth 484.00 6.50 CFT. 3146.00

Item no. 2

2 2

Providing and laying cement concrete 1: 4: 8 (1 cement : 4coarse

sand :8 graded stone aggregates 40 mm nominal size) and curing

complete including cost of formwork in

(A) Foundation 100.00 72.13 CFT. 7213.27

(B) Plinth 210.00 72.13 CFT. 15147.86

Item no. 3

3 3(A)

Providing, mixing, placing, compacting by machine vibrator,

curing, testing M20 Design mix concrete as per IS 456:2000 (latest

revision) as per tender specification in all items including cost of

form work and rendering but excluding cost of reinforcement.

(A) foundation, footing, base of columns and mass concrete 169.17 117.38 CFT. 19856.24

Item no. 4

4 4





(A) COLUMNS:

(1) Having cross sectional area up to 0.085sq.mt. 75.00 139.39 CFT. 10454.29

( B ) Beam:

(1) Having cross sectional area upto 0.08 sm. 105.00 139.39 CFT. 14636.00

Item no. 5

5 5

Providing and fixing TMT/ CRS bar reinforcement for R.C.C. work

including binding, bending and placing in position as per design

& BBS of structural consultant etc. comp. Up to G.L./P.L. 420.00 48.20 Kg. 20244.00

Item no.6

6 6

Providing and constructing br ck work using fly ash building

bricks having crushing strength not less than 70 kg/sqcm. infoundation and plinth in cement mortar 1:6 (1 cement :6 fine

sand) etc. comp.

101.50 37.00 CFT. 3755.50

SURAT MUNICIPAL CORPORATIONSLUM UPGRADATION DEPARTMENT

SCHEDULE B

CONSTRUCTION OF 288 DWELLING UNITS FOR URBAN POOR UNDER Jn-NURM-BSUP FOR REDEVELOPMENT OF EKTA

NAGAR NAVI VASAHAT, ADAJAN AT T.P.SCHEME NO. 14 (PAL) F.P. 153, SURAT.

SOR 2011-2012

(A) WORK UP TO PLINTH LEVEL

PAGE 2 OF 16


3/16

SR.

No.

DTS

No. DESCRIPTION QTY

RATE

RS. PS. UNIT

AMOUNT RS.

PS.

Item no. 7

7 7

Filling in Trenches with available excavated soil in layers not

exceeding 20 cm in depth including consolidating each deposited

layer by ramming and watering etc. comp. incl. Spreading the

available soil as per instruction of engr. in charge.etc.comp. 1452.00 1.00 CFT. 1452.00Item no. 8

8 8

Providing and filling in foundation and plinth with yellow soil or

selected soil in layers of 20 cm. thickness including watering,

ramming and consolidation etc. comp. 351.75 1.50 C.M. 527.63

Item no. 9 102240.77

9 9

Providing and applying 20mm. thick sand faced cement plaster

on walls or similar surfaces at all floor levels, consisting of 12mm

avrerage thick backing coat of C.M. 1:3 (1 cement :3 sand ) and

8mm thick finishing coat of C.M. 1:1(1 cement :1sand) incl. Cost

of scaffolding, curing etc. comp.

upto G.L./P.L. 20.00 199.00 S.M. 3980.00

Total amount upto plinth (A) 208461.54

Item no. 10

10 4





(A) Columns :

Ground Floor

( I ) Having cross sectional area up to 0.085 sm.

Ground Floor 0.00 8139.00 C.M. 0.00

(2) Having cross sectional area more than 0.085 sq. mt and upto

0.12 sq.mt.

Ground Floor 10.00 7452.00 C.M. 74520.00

(3) Having cross sectional area more than 0.12 sq.mt.

Ground Floor 6.50 6647.00 C.M. 43205.50

( B ) Beam:

( I ) Having cross sectional area upto 0.08 sm.

Ground Floor 6.25 6754.00 C.M. 42212.50


0.12 sq.mt.

Ground Floor 21.00 6337.00 C.M. 133077.00

(3) Having cross sectional area more than 0.12 sq.mt.

Ground Floor 0.00 5847.00 C.M. 0.00

(C) Slab:

(2) Slabs having more than 8 Cm & upto 10 Cm thickness. 28.00 6281.00 C.M. 175868.00

(3) Slabs having more than 10 Cm & upto 13 Cm thickness. 0.00 6012.00 C.M. 0.00

(4) Slabs having more than 13 Cm thickness. 0.00 5744.00 C.M. 0.00

3(B)

Providing and laying ordinary cement concrete 1:2:4 ( 1cement

:2course sand : 4 graded stone aggregates 20mm nominal size)

for RCC lintel including finishing smoth with curing etc. completeincluding the cost of form work but excluding the cost of

reinforcement .

(D) Lintels: (1:2:4)

Ground Floor 0.00 5386.00 C.M. 0.00

(E) Chhajjas: (1:2:4)

Ground Floor 0.00 5077.50 C.M. 0.00

(F) loft: (1:2:4)

Ground Floor 0.00 5077.50 C.M. 0.00

(G) Vertical/Horizontal fins: (1:2:4)

Ground Floor 3.50 5077.50 C.M. 17771.25

Item no. 11

(B) WORK ABOVE PLINTH LEVEL (GROUND FLOOR)

PAGE 3 OF 16


4/16

SR.

No.

DTS

No. DESCRIPTION QTY

RATE

RS. PS. UNIT

AMOUNT RS.

PS.

11 4





(A) Staircases including landings etc.Ground Floor 1.60 5504.28 C.M. 8806.85

Item no. 12

12 5


including bending, binding and placing in position etc. comp as

per design & BBS of structural consultant.

Ground Floor 7080.00 48.20 Kg 341256.00

Item no. 13

13 6

Providing and constructing brick work using fly ash bricks having

crushing strength not less than 70 kg/sqcm. in super structure in

cement mortar 1:6 (1 cement :6 fine sand) etc. comp.

Ground Floor 7.00 2797.00 C.M. 19579.00

Item no. 14

14 10

Providing and constructing half brick masonary in fly ash bricks

having crushing strength not less than 70 kg/sqcm. in cement

mortar 1:4 (1 cement :4 coarse sand ) curing etc. comp.

Ground Floor 0.00 392.90 S.M. 0.00

Item no. 15

15 11

Providing and applying 10mm. thick cement plaster in single

coat on brick/concrete walls for plastering and finished even and

smooth with a floating coat of cement slurry mixed with

admixture of lime or neeru in required proportion in cement

mortar 1:3 (1 cement : 3 sand ) including cost of scaffolding,

curing etc. comp as directed by engr. in charge.

(A) for wall and similar surfaces

Ground Floor 125.00 100.00 S.M 12500.00

(B) for ceilings and soffits of stairsGround Floor 230.00 108.80 S.M 25024.00

Item no. 16

16 40 Prov.20mm deep finished groove .etc.comp

all level 100.00 15.00 R.M. 1500.00

Item no. 17

17 9

Providing and applying 20mm. thick sand faced cement plaster

on walls or similar surfaces at all floor levels consisting of 12mm.

thick backing coat of c.m. 1:3 ( 1 cement : 3 sand ) and 8mm.

thick finishing coat of c.m. 1:1 ( 1cement : 1 sand ) including cost

of scaffolding curing etc. comp.

Ground Floor 81.00 199.00 S.M 16119.00

Item no. 18

18 12

Providing and laying ceramic tiles 6mm th. of Orient, Kajaria,

Johnson, Nitco, Somani, Bell, Asian, Euro or equivalent Make of

commercial quality in flooring, and landing laid on bed of 25 to

50mm thick cement mortar 1:6 (1cement : 6coarse sand)

finished with flush pointing in white cement.

Ground Floor 2.00 492.00 S.M. 984.00

Item no. 19

PAGE 4 OF 16


5/16

SR.

No.

DTS

No. DESCRIPTION QTY

RATE

RS. PS. UNIT

AMOUNT RS.

PS.

19 47

Providing and laying Chequered pre cast concrete tiles 22mm

thick with aggregate of size up to 6mm in floors, treads of steps

and landing on 20mm thick bed of C.M. 1:6 (1 Cement:6 Sand)

jointed with neat cement slurry with pigments to match the

shade of tilesGround Floor 7.00 422.00 S.M. 2954.00

Item no. 20

20 39

Providing and fixing M.S. fan clamps at all floor levels type I of

12mm dia, M.S. bar bend to shape with hooked ends to R.C.C.

slabs during laying all as per standard design etc. comp.

Ground Floor 24.00 45.00 No. 1080.00

Item no. 21

21 19

Providing and applying white washing with lime (three coats ) at

all floor level, to give an even shade including thoroughly

brooming the surface to remove all dirt, dust ,mortar drops and

other foreign matter etc. comp. Including providing and mixing

in required proportion biding agent like fevicol dh or equivalent

approved brand etc. comp.as per instruction of engr. in charge.

Ground Floor

(A) for wall and similar surfaces 125.00 7.00 S.M 875.00

(B) for ceilings and soffits 230.00 7.60 S.M 1748.00

Item no. 22

22 20

Providing & applying two coats of Super coat Semi Acrylic

Exterior Paint(3 coats may be required in case of darker

colours.)of ICI Dulux or Apex Ultima of Asian Paint including

applying exterior acrylic primer coat as per manufacturers

specification and as directed by engr. incharge

Ground Floor

(A) For wall 81.00 33.00 S.M 2673.00

Total amount of Ground floor (B) 921753.10

Item no. 23

23 4





(A) Columns :

( I ) Having cross sectional area up to 0.085 sm.

First Floor 0.00 8176.90 C.M. 0.00

Second floor 0.00 8214.80 C.M. 0.00

Third Floor 4.25 8252.70 C.M. 35073.98

Forth Floor 4.25 8290.60 C.M. 35235.05

Terrace Floor 2.25 8328.50 C.M. 18739.13

(2) Having cros sectional area more than 0.085 sq. mt and upto

0.12 sq.mt.First Floor 12.50 7489.90 C.M. 93623.75

Second floor 12.50 7527.80 C.M. 94097.50

Third Floor 9.00 7565.70 C.M. 68091.30

Forth Floor 9.00 7603.60 C.M. 68432.40

Terrace Floor 0.90 7641.50 C.M. 6843.24

(3) Having cros sectional area more than 0.12 sq.mt.

First Floor 2.25 6684.90 C.M. 15041.03

Second floor 2.25 6722.80 C.M. 15126.30

Third floor 0.00 6760.70 C.M. 0.00

Forth Floor 0.00 6798.60 C.M. 0.00

( B ) Beam:

(C) WORK IN SUPER STURCUTRE ABOVE GROUND FLOOR

PAGE 5 OF 16


6/16

SR.

No.

DTS

No. DESCRIPTION QTY

RATE

RS. PS. UNIT

AMOUNT RS.

PS.

( I ) Having cross sectional area upto 0.08 sm.

First Floor 6.25 6791.90 C.M. 42449.38

Second floor 6.25 6829.80 C.M. 42686.25

Third Floor 6.25 6867.70 C.M. 42923.13

Forth Floor 3.00 6905.60 C.M. 20716.80

Terrace Floor/ Stair Cabin 0.00 6943.50 C.M. 0.00


0.12 sq.mt.

First Floor 21.00 6374.90 C.M. 133872.90

Second floor 21.00 6412.80 C.M. 134668.80

Third Floor 21.00 6450.70 C.M. 135464.70

Forth Floor 21.00 6488.60 C.M. 136260.60


(3) Having cros sectional area more than 0.12 sq.mt.

First Floor 0.00 5884.90 C.M. 0.00

Second floor 0.00 5922.80 C.M. 0.00

Third Floor 0.00 5960.70 C.M. 0.00

Forth Floor 0.00 5998.60 C.M. 0.00


(C) Slab:

(2) Slabs having more than 8 Cm & upto 10 Cm thickness.

First Floor 0.00 6318.90 C.M. 0.00

Second floor 0.00 6356.80 C.M. 0.00

Third Floor 0.00 6394.70 C.M. 0.00

Forth Floor 0.00 6432.60 C.M. 0.00


(3) Slabs having more than 10 Cm & upto 13 Cm thickness.

First Floor 28.00 6049.90 C.M. 169397.20

Second floor 28.00 6087.80 C.M. 170458.40

Third Floor 28.00 6125.70 C.M. 171519.60

Forth Floor 28.00 6163.60 C.M. 172580.80


(4) Slabs having more than 13 Cm thickness.

First Floor 0.00 5781.90 C.M. 0.00

Second floor 0.00 5819.80 C.M. 0.00

Third Floor 0.00 5857.70 C.M. 0.00

Forth Floor 0.00 5895.60 C.M. 0.00Terrace Floor/ Stair Cabin 0.00 5933.50 C.M. 0.00

3(B)

Providing and laying ordinary cement concrete 1:2:4 ( 1cement

:2course sand : 4 graded stone aggregates 20mm nominal size)

for RCC lintel including finishing smoth with curing etc. complete

including the cost of form work but excluding the cost of

reinforcement .

(D) Lintels: (1:2:4)

First Floor 2.75 5423.90 C.M. 14915.73

Second floor 2.75 5461.80 C.M. 15019.95

Third Floor 2.75 5499.70 C.M. 15124.18

Forth Floor 2.75 5537.60 C.M. 15228.40

Terrace Floor 0.10 5575.50 C.M. 557.55

(E) Chhajjas: (1:2:4)First Floor 1.00 5115.40 C.M. 5115.40

Second floor 1.00 5153.30 C.M. 5153.30

Third Floor 1.00 5191.20 C.M. 5191.20

Forth Floor 1.00 5229.10 C.M. 5229.10

Terrace Floor 0.20 5267.00 C.M. 1053.40

(F) loft (1:2:4)

First Floor 1.75 5115.40 C.M. 8951.95

Second floor 1.75 5153.30 C.M. 9018.28

Third Floor 1.75 5191.20 C.M. 9084.60

Forth Floor 1.75 5229.10 C.M. 9150.93

(G) Vertical/Horizontal fins: (1:2:4)

PAGE 6 OF 16


7/16

SR.

No.

DTS

No. DESCRIPTION QTY

RATE

RS. PS. UNIT

AMOUNT RS.

PS.

First Floor 3.50 5115.40 C.M. 17903.90

Second floor 3.50 5153.30 C.M. 18036.55

Third floor 3.50 5191.20 C.M. 18169.20

Forth Floor 3.50 5229.10 C.M. 18301.85

Item no. 24

24 4





(A) Staircases including landings etc.

First Floor 1.60 5542.18 C.M. 8867.49

Second floor 1.60 5580.08 C.M. 8928.13

Third floor 1.60 5617.98 C.M. 8988.77

Forth Floor 1.60 5655.88 C.M. 9049.41

Item no. 25

25 5


including bending,binding and placing in position etc. comp as

per design & BBS of structural consultant.

First Floor 7160.00 48.70 Kg 348692.00

Second floor 7160.00 49.20 Kg 352272.00

Third Floor 6910.00 49.70 Kg 343427.00

Forth Floor 6640.00 50.20 Kg 333328.00

Terrace Floor 845.00 50.70 Kg 42841.50

Item no. 26

26 6

Providing and constructing brick work using fly ash bricks having

crushing strength not less than 70 kg/sq.cm. in super structure in

cement mortar 1:6 (1 cement :6 fine sand) etc. comp.

First Floor 95.00 2824.30 C.M. 268308.50

Second floor 95.00 2851.60 C.M. 270902.00

Third Floor 95.00 2878.90 C.M. 273495.50

Forth Floor 95.00 2906.20 C.M. 276089.00

Terrace Floor 40.00 2933.50 C.M. 117340.00

Item no. 27

27 10

Providing and constructing half brick masonry in fly ash bricks

having crushing strength not less than 70 kg/sq.cm. in cement

mortar 1:4 (1 cement :4 coarse sand ) curing etc. comp.

First Floor 200.00 396.50 S.M 79300.00

Second floor 200.00 400.10 S.M 80020.00

Third Floor 200.00 403.70 S.M 80740.00

Forth Floor 200.00 407.30 S.M 81460.00

Terrace Floor 0.00 410.90 S.M 0.00

Item no. 28

28 11

Providing and applying 10mm. thick cement plaster in single

coat on brick/concrete walls for plastering and finished even and

smooth with a floating coat of cement slurry mixed with

admixture of lime or neeru in required proportion in cement

mortar 1:3 (1 cement : 3 sand ) including cost of scaffolding,

curing etc. comp as directed by engr. in charge.

(A) for wall and similar surfaces

First Floor 977.00 110.10 S.M 107567.70

Second floor 977.00 120.20 S.M 117435.40

Third Floor 977.00 130.30 S.M 127303.10

Forth Floor 977.00 140.40 S.M 137170.80

Terrace Floor 170.00 150.50 S.M 25585.00

(B) for ceilings and soffits of stairs

First Floor 230.00 118.90 S.M 27347.00

Second floor 230.00 129.00 S.M 29670.00

Third Floor 230.00 139.10 S.M 31993.00

Forth Floor 230.00 149.20 S.M 34316.00

PAGE 7 OF 16


8/16

SR.

No.

DTS

No. DESCRIPTION QTY

RATE

RS. PS. UNIT

AMOUNT RS.

PS.

Terrace Floor 15.00 159.30 S.M 2389.50

Item no. 29

29 40 Prov.20mm deep finished groove .etc.comp

all level 800.00 15.00 R.M. 12000.00

Item no. 30

30 9

Providing and applying 20mm. th ck sand faced cement plaster

on walls or similar surfaces consisting of 12mm. thick backing

coat of c.m. 1:3 ( 1 cement : 3 sand ) and 8mm. thick finishing

coat of c.m. 1:1 ( 1cement : 1 sand ) including cost of scaffolding

curing etc comp.

First Floor 372.00 199.00 S.M 74028.00

Second floor 372.00 199.00 S.M 74028.00

Third Floor 372.00 199.00 S.M 74028.00

Forth Floor 372.00 199.00 S.M 74028.00

Terrace Floor 168.00 199.00 S.M 33432.00

Item no. 31

31 12

Providing and laying Ceramic tiles 6mm thick of Orient, Kajaria,

Johnson, Nitco, Somani, Bell, Asian, Euro or equivalent Make of

commercial quality in flooring, and landing laid on bed of 25 to

50mm thick cement mortar 1:6 (1cement : 6coarse sand)

finished with flush pointing in white cement.

First Floor 205.00 492.00 S.M. 100860.00

Second floor 205.00 492.00 S.M. 100860.00

Third Floor 205.00 492.00 S.M. 100860.00

Forth Floor 205.00 492.00 S.M. 100860.00

Terrace Floor 15.00 492.00 S.M. 7380.00

Item no. 32

32

Providing and laying ceramic tiles of Orient, Kajaria, Johnson,

Nitco, Somani, Bell, Asian or Euro Make of commercial quality, in

Skirting, laid on 10 mm thick cement mortar 1:3 ( 1 cement : 3

coarse sand) pointing in white cement and jointed with white

cenent slurry and flush with the wall etc. comp.for all floor

First Floor 13.00 508.10 S.M 6605.30

Second floor 13.00 508.10 S.M 6605.30

Third Floor 13.00 508.10 S.M 6605.30

Fourth Floor 13.00 508.10 S.M 6605.30

stair cabin 2.53 508.10 S.M 1285.49

Item no. 33

33 47

Providing and laying Chequered pre cast concrete tiles 22mm

thick with aggregate of size up to 6mm in floors, treads of steps

and landing on 20mm thick bed of C.M. 1:6 (1 Cement:6 Sand)

jointed with neat cement slurry with pigments to match the

shade of tiles

First Floor 7.00 422.00 S.M 2954.00

Second floor 7.00 422.00 S.M 2954.00

Third Floor 7.00 422.00 S.M 2954.00

Fourth Floor 7.00 422.00 S.M 2954.00

Item no. 34

34 13

Providing and laying White glazed tiles 6 mm. th. Of Orient,

Kajaria, Jhonson, Nitco, Somany ,bell or equivalent Make of

commercial quality at all floor levels, in flooring, laid on a bed of

12mm. Av. Th. C.M. 1:3 ( 1 cement : 3 Coarse sand ) finished with

flush pointing in white cement etc. com. for all floors.

First Floor 18.00 570.00 S.M 10260.00

Second floor 18.00 570.00 S.M 10260.00

Third Floor 18.00 570.00 S.M 10260.00

Forth Floor 18.00 570.00 S.M 10260.00

Item no. 35

PAGE 8 OF 16


9/16

SR.

No.

DTS

No. DESCRIPTION QTY

RATE

RS. PS. UNIT

AMOUNT RS.

PS.

35 14

Providing & Laying White glazed tiles 6mm. th. of Orient, Kajaria,

Jhonson,Nitco,Somani ,Bell or equivalent Make of commercial

quality make at all floor levels, in dedo laid on 12mm plater

.C.M.1:3(1cement :3 sand ) finished with flush pointing in white

cement etc.com.for all floors.

First Floor 37.00 590.00 S.M 21830.00

Second floor 37.00 590.00 S.M 21830.00

Third Floor 37.00 590.00 S.M 21830.00

Forth Floor 37.00 590.00 S.M 21830.00

Item no. 36

36 46

Pro. & Laying Green Polished kota stone slab flooring at all floor

level over 20mm to 50mm average. thick base of CM 1:6

(1Cement : 6 Coarse Sand )laied over and joined with gray

cement slurry including rubbing and polishing etc.

com.(A)22mm(tolerance +/- 2mm)

First Floor 15.00 650.00 S.M 9750.00

Second floor 15.00 650.00 S.M 9750.00

Third Floor 15.00 650.00 S.M 9750.00

Forth Floor 15.00 650.00 S.M 9750.00Item no. 37

37 15A

Providing and fixing 35mm thick finished flush doors at all floor

level including R.c.c. frame including medium quality C.P.

Finished fixture and fastening including one coat of primer and

two coat of oil/ enamel paint as directed by engr. in charge.

For First floor

(A) Rcc frame 48.00 250.00 S.M 12000.00

(B) door shutter 48.00 1306.00 S.M 62688.00

For second floor

(A) Rcc frame 48.00 250.00 S.M 12000.00

(B) door shutter 48.00 1306.00 S.M 62688.00

For third floor

(A) Rcc frame 48.00 250.00 S.M 12000.00

(B) door shutter 48.00 1306.00 S.M 62688.00For Forth Floor

(A) Rcc frame 48.00 250.00 S.M 12000.00

(B) door shutter 48.00 1306.00 S.M 62688.00

For terrace floor

(A) Rcc frame 2.00 250.00 S.M 500.00

(B) door shutter 2.00 1306.00 S.M 2612.00

Item no. 38

38 15B

providing and fixing Rcc frame door with shutters of 16mm

thick, single piece Cement bonded partical board fixing hold fast

& Medium quality of c.p. fixtures including applying primer coat

and two coats of oil paint of approved quality etc completed. As

directed by engr. in charge. All floors.

For First floor

(A) Rcc frame 30.00 250.00 S.M 7500.00(B) door shutter 30.00 926.00 S.M 27780.00

For Second floor

(A) Rcc frame 30.00 250.00 S.M 7500.00

(B) door shutter 30.00 926.00 S.M 27780.00

Third Floor

(A) Rcc frame 30.00 250.00 S.M 7500.00

(B) door shutter 30.00 926.00 S.M 27780.00

For Forth Floor

(A) Rcc frame 30.00 250.00 S.M 7500.00

(B) door shutter 30.00 926.00 S.M 27780.00

Item no. 39

PAGE 9 OF 16


10/16

SR.

No.

DTS

No. DESCRIPTION QTY

RATE

RS. PS. UNIT

AMOUNT RS.

PS.

39 17B

providing and fixing RCC frame window as per design with

38mm x 5mm M.S. Flat in centre and 12mm dia M.S. Round bars,

spaced at 75 mm to 100mm c/c. Passed through vertical M.S.

Plate and fixed with frame , shutters made of 75 mm x 35 mmsize T.W. Frame with 4 mm bajari glass, applying one coat of

primer and two coat of oil/enamel paint including medium

quality C.P. Fixtures and fastening etc. comp. All floors.

For First floor

(A) Rcc frame 28.00 425.00 S.M 11900.00

(B) window shutter 28.00 1340.00 S.M 37520.00

For Second floor

(A) Rcc frame 28.00 425.00 S.M 11900.00


Third Floor

(A) Rcc frame 28.00 425.00 S.M 11900.00


For Forth Floor

(A) Rcc frame 28.00 425.00 S.M 11900.00

(B) door shutter 28.00 1340.00 S.M 37520.00Item no. 40

40 18

Pro.& Fixing Precast cement concrete al 1:2:4 mix( 1

Cement:2coarse:4graded stone agg. 6mm nominal size)

reinforced with 1.6 mm dia. Mild steel wire inclu. Roughening,

cleaning, fixing & finishing in cement mortar 1:3 & curing

comp.(A) 50 mm thick

First Floor 6.00 445.00 S.M. 2670.00

Second floor 6.00 450.00 S.M. 2700.00

Third Floor 6.00 455.00 S.M. 2730.00

Forth Floor 6.00 460.00 S.M. 2760.00

Item no. 41

41 39

Providing and fixing M.S. fan clamps at all floor levels type I of

12mm dia, M.S. bar bend to shape with hooked ends to R.C.C.

slabs during laying all as per standard design etc. comp. (M.R.)First Floor 24.00 45.00 No 1080.00

Second floor 24.00 45.00 No 1080.00

Third Floor 24.00 45.00 No 1080.00

Forth Floor 24.00 45.00 No 1080.00

Terrace Floor 2.00 45.00 No 90.00

Item no. 42

42 19

Providing and applying White washing with lime (three coats ) at

all floor level, to give an even shade including thoroughly

brooming the surface to remove all dirt, dust ,mortar drops and

other foreign matter etc. comp. Including providing and mixing

in required proportion biding agent like fevicol dh or equivalent

approved brand etc. comp.as per instruction of engr. in charge.

First Floor



Second floor



Third Floor



Terrace Floor



Item no. 43

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43 20

Providing & applying two coats of Super coat Semi Acrylic

Exterior Paint(3 coats may be required in case of darker

colours.)of ICI Dulux or Apex Ultima of Asian Paint including

applying exterior acrylic primer coat as per manufacturers

specification and as directed by engr. in charge

For All floor

(A) For wall 1656.00 33.00 S.M 54648.00

Total amount of super structure ( C ) 7364866.15

Item no. 44

44 22

Providing and fixing water closet sqatt ng pan (orissa type W.C.

pan) at all floor levels size 580 mm x 440 mm inclu. 100 mm size

"P" or "S" trap for water closet squatting pan joining the trap

with the pan and soil in cement mortar 1:1 (1 cement : 1 fine

sand) etc. comp.(A) Vitreous china long pattern of approved colour and make of

Parshuram, Cera, Hind, Johnson or equivalent make as directed

by engr. in charge.

All floor 32.00 997.00 No 31904.00

Item no. 45

45 23

Providing and fixing P.V.C. nanh trap 75 mm dia and 3.5" height

of prince, supreme, jain make at all floor level, of 75mm

nominal diameter of self cleaning design with grating plates

including cost of cutting and making good the walls and floors

etc. for all floor

All floor 64.00 98.00 No 6272.00

Item no.46 (1)

46 24(A)

Providing and fixing U-p.v.c. p pe (SWR) confirming to IS no.

13592 (Type "B") of Prince/Supreme/Jain make for soil and

waste discharge system at all floor levels incl. All fixtures like

bends, tees, shoe etc. jointed with resin of approved brand &

manufacture etc. complete.(M.R.)

(A) 75 mm dia. 90.00 169.00 R.M 15210.00

(B) 110 mm dia. 250.00 262.00 R.M 65500.00

(C) 160 mm dia. 50.00 448.00 R.M 22400.00Item no.46 (2)

24(B)

Providing and fixing wrapping jute string (Kathi) around the

vertical PVC Pipes for concealing with cement plaster 20mm avg.

thickness(CM 1 cement : 3 coarse sand)finishing as per

instruction given by Engr. In charge.

(A) 75 mm dia. 30.00 69.00 R.M 2070.00

(B) 110 mm dia. 60.00 87.00 R.M 5220.00

Item no.47

47 25

rov ng an x ng s.w. u y trap w t . . ratt ng r c

masonary chamber and water tight chamber Precast Rcc heavy

duty frame and cover of approved make with frame of 300mm.

x 300mm. size and plastering smooth inside and outside 12 mm

thick in C.M 1:4 etc. comp. 16.00 911.50 No 14584.00

Item no. 48

48 26

Providing and fixing 10cm. x15 cm.(4" x 6") S.W. trap with 0.455 x

0.610 mts. clear opening sewer trap chamber of 0.450 mt depth

with 23cm. th. brick masonary walls in c.m. 1:5 with cement

plaster 15mm. thick in c.m. 1:3 inside and outside to exposed

faces bedding of 100mm thick concrete 1: 5:10 and fixing Precast

RCC heavy duty frame and cover of approved make on top etc.

comp.for single pipe.as directed by engr. in charge 8.00 2655.00 No 21240.00

Extra for every additional depth of 0.1 mt beyoung 0.45 mt 192.00

Item no. 49

(D) WATER SUPPLY AND SANITARY ITEMS

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49 27

Providing and constructing simple chamber of 23cm. of B.B.

masonary wall in c.m. 1:5 incl. 15mm. thick cement plaster in

c.m 1:3 inside and out side to exposed faces incl. excavation for

chamber c.c. bedding of 100mm thick in prop. 1:5:10 with fixing

Precast Rcc heavy duty frame and cover of approved make of

size 0.455 x 0.610 mt. & 0.450 mt deep for single pipe etc. comp.

As directed by engr. in charge 16.00 2505.00 No 40080.00

Extra for every additional depth of 0.1 mt beyoung 0.45 mt 0.00 192.00

Item no. 50

50 28

Providing and laying (to level or slopes) and joining NP2 class Rcc

pipes of the following internal diameder with collar butt end

prepared for collar joints with cement mortar in proportion 1:1

including testing of joints etc. comp. As directed by engr. in

charge.

(B) 150 mm dia. 50.00 221.00 R.M 11050.00

(C) 250 mm dia. 0.00 291.00 R.M 0.00

Item no. 51

51 29

Providing & fixing P.V.C. pipe (SCH-80) of

prince/suprme/jain/astral make for water supply line at Ground

floor level incl.fixture like bends , tees . Shoe. Etc. joined with

resin of approved brand & manufacture etc. Comp.

(A) 25 mm dia. 50.00 121.00 R.M 6050.00

Item no. 52

52 30B

Providing & fixing P.V.C. p pe (SCH-80) of

prince/suprme/jain/astral make for water supply line at all floor

level incl.fixture like bends , tees . Shoe. Etc. joined with resin of

approved brand & manufacture etc. Comp.

(A) 15mm. dia. 110.00 67.00 R.M 7370.00

(B) 25mm. dia. 275.00 121.00 R.M 33275.00

(C) 40mm. dia. 175.00 191.00 R.M 33425.00

(D) 50mm. dia. 0.00 238.00 R.M 0.00

Item no.53

53 31

Providing and fixing C.P brass screw down bib tap at all floor

level polished bright etc. comp.

(A) 15mm. dia.

All floor 96.00 209.00 No 20064.00

Item no.54

54 32

Providing and fixing gun metal check or non return full way

wheel valve at all floor level. Etc. complete.

(B) 25mm. dia. 0.00 526.00 No 0.00

(C) 40mm. dia. 8.00 828.00 No 6624.00

(D) 50mm. dia. 0.00 1155.00 No 0.00

Item no.55

55 33

Providing and fixing U-PVC pipes of conferming to IS 13592 (

Type A) of prince/supreme/jain make for rainwater at all floor

levels,including all fixtures like bends, tees,shoe etc. joined with

resin of approved brand and manufacture etc. complete.(M.R.)

(A) 110 mm dia 120.00 186.00 R.M 22320.00

Item no.56

56 43

Providing & fixing C-PVC Rain water spout of 50 mm dia & 40 cm

length etc.

All floors level 4.00 95.20 No. 380.80

Item no.57

57 36

Providing & fixing G.I./Aluminum Patti clamps at all floor levels

of approved design to C.I. Or S.C.I pipes including the cost of

cutting holes & making good the wall etc. Complete - 100 mm.

dia. (M.R.)

(A) 75 mm Dia. 225.00 10.00 No 2250.00

(B) 110 mm Dia. 225.00 10.00 No 2250.00

Item no.58

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58 37

Providing and fixing in position P.V.C. cowl vent to pipes of

prince, suprem, jain make etc. comp.

(A) 75 mm Dia. 8.00 23.00 No 184.00

(B) 110 mm Dia. 8.00 37.00 No 296.00

Item no 59

59 35

Providing and laying ordinary C.C. 1:1.5:3 mix for R.C.C. work

including boxing centering,vibrating, curing and mixed with

approved water proofing cement compound or "CEMWET" or

"PIDICRETE LW" intergral water proofing addmixture as water

proofing agent to be mixed with 50 kgs. cement bags shall be as

recommended by the manifacture of the water proofing

material, concrete work for top, bottom slab and side pardi for

underground tank and item inclusive necessary excavation and

refilling the available earth, 15 cm th C.C. 1:4:8 for bedding

conc., half B.M. in C.M. 1:4 outside wall, inside pardi as per

design, 10 mm th water proffing cement plaster in C.M. 1:3 with

smooth finishing, watering etc. comp. to all inner face of tank

curing etc. comp. incl. PVC steps, outlet , inlet, over flow and

wash out pipe arrangment as necessary with M.S.Cover of 25

Kgs. with locking arrangement fixing glazed tiles of approved

make such as Orient, Kajaria, Jhonson,Nitco,Somani ,Bell or

equivalent make of commercial quality of approved colour and

size to sides and bottom of water tank

excluding free board of 20 cm etc. as per structural drawing excl.

steel and as directed by Engr. in charge.

Under Ground water Tank 12000.00 5.52 L it 66240.00

Item no 69

60 36

Providing and fixing over head P.V.C. tank - Rotationally moulded

HDPE storage tank ISI mark of Sintex or equivalent company incl.

locking arrangment, outlet, inlet,overflow and wash out pipe

arrangment as necessary.

10000.00 4.00 L it 40000.00

Item no.61 (water proofing)

Note:

61 38B

(1) The whole work is to be executed through specialised agency

with a guarntee of 10 years given on a prescribed proforma duly

stamped

(2) the rate shall include for work at all floors and conducting

water proof test as directed.

(B) Providing and laying integral cement based water proofing

treatment including preparation of surface as required for

treatment of roofs, balconies, terraces,sunk portion of bath &

w.c etc. consisting of following operations.

(a) Applying and grouting a slurry coat of neat cement using 2.75

kg/ sqm of cement admixed with proprietary water proofing

compound conforming to IS : 2645 over the R.C.C. slab including

cleaing the surface before treatment.

(b) Laying cement conctrete using broken bricks\brick bats 25

mm to 100 mm size with 50 % of cement motar 1:5 ( 1 Cement :

5 Coarse sand ) admixed with proprietory water proofing

compound confiroming to IS : 2645 over 20 mm thick layer of

cemnt mortar of mix 1: 5 (1 cement : 5 Coarse sand ) admixed

with proprietary water proofing compound confirming to IS :

2645 to required slope adn treating similarly the adjoining walls

upto 300 m height inclusing rouding of juction of walls and slabs.

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PS.(C)After two days of proper curing appling a second coat of

cement slurry admixed with proprietary water proofing

compound I.S.2645

(d) Finishing the surface with 20 mm thick jointless cement

mortor of mix 1:4 admixed with proprietary water proofing

compound I.S.2645 and finishing the surface with trowel with

neat cement slurry & making of (300 x 300)mm square

(e)The whole terrace so finish shall be flooded with water for a

min. period of two weeks for curing and for final test. All above

operation to be down in order and as directed and specified by

the engi.-in-charge.

219.00 359.00 S.M. 78621.00

38A

(C) Proviidng and f ll ng n depress on of bath and W.C. at all

floor levels , after completing plumbing work of pans, pipes,

traps etc. with cinder or fly ash as directed by engineer in

charge. etc.complete.

22.00 316.00 C.M 6952.00

Item no.62

62 37

Pro.& Fixing M.S. Ladder having width of 0.75 mt and of requiredlength, whole work welded in built up section frame work

including cutting , hoisting,fixing in position applying primer coat

of red paint, and two coats of approved oil paint at terrace as

directed by engg in charge. 250.00 51.50 Kg 12875.00

Total amount of sanitary item ( D ) 574706.80

Item no.63

63

Point wiring with 1.0 sq.mm copper P.V.C insulated wire for

earth continuity in Rigid P.V.C pipe confirming to I.S.S and not

less than 1.5 mm wall thickness with P.V.C fittings fixed with

adhesive solution, with required size hospital PVC saddle @

distance of not more than 1 mt. with required accessories

complete with 5A tissino type shockproof accessories.

(A) Light / Bell Point 350.00 150.00 Pts. 52500.00

(B) Fan point 98.00 150.00 Pts. 14700.00

(C) 5 A 3/15 A 3 pin plug shock proof tissino types single pole

switch complete in wooden box with 3 mm thick laminated sheet 190.00 100.00 Pts. 19000.00

Item no.64

64

Supplying and Erecting Shockproof tissino type single pole switch

& 3 Pin Socket 5A/15A compete in wooden box with 3 mm thick

laminated sheet. (15 A)

(I)Separate Point 0.00 116.00 No. 0.00

(II) Looped on Switch Board 0.00 35.00 No. 0.00

Item no.65

65

Supplying, fixing & Erecting PVC insulated ISI marked 1.5 sq.mm

2 nos & 1.0 sq.mm 1 no.earthing wire in P.V.C. rigid pipe with

required size of hospital saddle @ distance of not more than 1

mt. on wall / ceilling etc.complete. 900.00 24.00 R.M. 21600.00

Item no.66

66

Providng and Fixing D.P. plastic switch and fuse 250V,

32Ametalclade with wooden block. 34.00 100.00 No. 3400.00

Item no. 67

67

Providing & Erecting PVC insulated ISI marked armoured cable

copper conductor for 1100 V. to be laid 90 cms. Underground or

to be laid on wall or in existing pipe at road crossing or floor and

making the ground as per original of following size of cables. 25.00 150.00 R.M. 3750.00

Item no.68

(E) ELECTRICAL WORK

PAGE 14 OF 16


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68

Pipe type earthing having 150 cms. Long and 2.5 cms. Dia.

galvanised iron pipe with coupling and buch burried in specially

prepared earth pit complete with necessary SWG earth wire. 1.00 288.00 No. 288.00

Item no.69

69

Supply &erecting nu wood 12 mm th on Angle iron frame of

suitable size & supports grouted on wall or wooden patti for

meter box 16.00 460.00 S.M. 7360.00

Item no.70

70

Supply & erecting approved make (Crompton or Kirloskar make )

self priming domestic inbuilt monoblock submersible water

pump with 1 hp motor, suitable for operation on 230 volts, 50

cys, AC supply with metalic flange & M.S, impeller dilivery &

suction of discharge 150 LPM at 20 mt head suitable for 40mm

dia delivery with panel board and motor starter etc. complete as

directed by engg. incharge. Cat-II 2.00 6613.00 No. 13226.00

Item no. 71

71

rov ng an nsta ng qu eve contro er n water tan

and Over head water tank with sensors,

cables,wiring,switches,all fixtures and fastenings of standard

make such as GELCO confirming to relevent IS Standards

etc.complete 2.00 1450.00 No. 2900.00

Item no.72

72

Providing and fixing 32amp. D.P.MCB confirming to IS 8828 of

standard make such as HEVELLS, INDOASIAN, ANCHOR for each

dwelling unit. 33.00 250.00 No. 8250.00

Total amount of Electrification item ( E ) 146974.00

Item no. 73

73

Providing and laying cement concrete work 1:1.5:3 (1 cement :

1.5 coarse sand : 3 graded ) using Vaccume Dewatering

Technique incl. pro. Mini. 200 micron plastic sheet on prepared

sub base using proplon fibers at 150 gm per 1 bag of cement,

using plasticiser @ 100 ml/bag of cement incl. floating surfacewith a skimpowder floater, curing etc.com.

Ground Floor 28.00 3866.00 C.M. 108248.00

Total amount of VDS Flooring item ( F ) 108248.00 9,325,009.59

Total Amount of 1 Building 32 Flats 9,325,009.59

Total Amount of 09 Building 288 Flats 83,925,086.30

Item no.74

74

Providing and filling in foundation and plinth with available

black cotton, yellow mixed soil or selected soil in layers of 20 cm

thick incl. watering, raming and consolidation as directed by

engg. Incharge etc. comp. 15415.00 163.17 CM 2515265.55

Total amount of Soil filling in plot ( G ) 2515265.55

Total Estimated Amount Rs. 86,440,351.85

Sign Of Contractor EXECUTIVE ENGINEER

SLUM UPGRADATION DEPARTMENT

SURAT MUNICIPAL CORPORATION

(F) VDS FLOORING @ Ground Floor Parking

(G) ADDITIONAL SOIL FILLING IN PLOT

PAGE 15 OF 16


16/16

6 0.91 1.22 6.62

2 1.33 2.13 5.67

2 4.29 3.17 27.20

2 3.05 4.50 27.45

2 3.65 5.84 42.63

1 10.86 4.50 48.87

1 15.00 30.00 450.00

1 5.50 2.50 13.75

1 2.23 2.08 4.64

2 4.72 3.05 28.79

1 12.10 3.28 39.69

1 5.50 7.80 42.90

738.21 Sq.Mtr

10.76 16680 48.2

7943.13 Sq.Ft 20812 6.51182

54.71182

per sq.ft estimate

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