Download - Total 42091486 - Engineering Projectsengineeringprojects.com/Tender/UploadFiles/2223_BOQ... · 2018-07-27 · BOQ for the Construction of Boundary Wall at ITBP, Katihar BOQ S.N. Item

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Detailed Estimate for the proposed construction of Boundary Wall, Security Gate, Santri Post, Reception, Guard Room & Road at 48 Bn. ITBP, Katihar

SUMMARY OF PROJECT COST

Sr.No.

Particulars

Amount (in Lacs)

1 Abstract of Cost for Boundary Wall 26803810.11

2 Abstract of Cost for Security Gate 2265216.66

3 Abstract of Cost for Sentry Post, Reception,

1115138.43

Guard Room

4 Abstract of Cost for ATM Room 213632.54

5 Abstract of Cost for Road Work 11693688.44

Total 42091486.18

Add : WCT @ 5% 2104574.31

Add : Labour Cess @ 1% 420914.86

Total 44616975.35

Say 44616975.00 44

BOQ for the Construction of Boundary Wall at ITBP, Katihar

BOQ S.N. Item of Work Qty. Unit Rate Amount (Rs.)

1 Earth work in excavation by mechanical

means (Hydraulic excavator)/manual

means in foundation trenches or drains

(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and

ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil and disposal of surplus excavated soil as

directed, within a lead of 50 m. All kinds

of Soil (DSR-2012 2.8.1/72) 1207.84 Cu.Mt. 157.13 189787.68

2 supplying and filling in plinth with Jamuna

sand under floors including, watering, ramming consolidating and dressing complete. (DSR-2012 2.27/75)

70.50 Cu.Mt. 900.13 63459.45

3 Providing and laying in position cement

concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1Cement: 3Coarse Sand: 6 graded stone aggrigate 40mm nominal size) (DSR-2012 4.1.5/85)

150.34 Cu.Mt. 4834.03 726748.25

4 Providing and laying in position specified grade

of reinforced cement concrete, excluding the

cost of centering, shuttering, finishing and

reinforcement - all work up to plinth level : 1 :

1½ : 3 (1cement : 1½ coarse sand : 3 graded

stone aggregate 20 mm nominal size) (DSR

2012, 5.1.2/96)

Foundation

246.09 Cu.Mt. 6120.44 1506192.13







2012, 5.1.2/96)

Column 175.12 Cu.Mt. 6120.44 1071824.27







2012, 5.1.2/96)

S.N. Item of Work Qty. Unit Rate Amount (Rs.)

Plinth Beam 190.33 Cu.Mt. 6120.44 1164909.97







2012, 5.1.2/96)

Top Beam 124.13 Cu.Mt. 6120.44 759723.89

8 Centeringandshuttering including strutting, propping etc.and removal of form

for Foundations, footings, bases of

columns, etc. for mass concrete. (DSR

2012, 5.9.1/97)

Foundation 1077.24 Sq.Mt. 200.50 215983.36

9 Centring and shuttering including strutting, propping etc.and removal of form for:

Columns, Pillars, Piers, Abutments, Posts

and Struts. (DSR 2012, 5.9.6/97)

Column 2456.22 Sq.Mt. 439.20 1078760.23

10 Centring and shuttering including strutting, propping etc.and removal of form for:

Lintels, Beams, Plinth beams, girders,

bressumers and cantilevers (DSR 2012,

5.9.5/97)

Plinth Beam /Top Beam 2129.02 Sq.Mt. 315.04 670729.06

11 Brick Wrok with F.P.S. bricks of class designated

75 in foundation and plinth in: Cement mortar 1

: 6 (1 Cement : 6 Coarse Sand) in

superstructure (DSR-2012

6.1.2/109) 119.70 Cu.Mt. 3984.17 476898.75

12 Brick work with common burnt clay F.P.S.

(non modular) brick of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement Mortar 1 : 6 (1cement : 6 coarse sand) DSR 2012, 6.4.2/109)

1185.09 Cu.Mt. 4656.42 5518282.71

13 Supply at site Angle iron post & strut

(50x50x6) of required size including bottom to

be split and bent at right angle in aapposite

direction for 10 cm length and drilling holes upto

10 mm Ø etc. complete.

(DSR 2012, 16.19/265) 4864.50 Kg. 74.60 362895.25

S.N. Item of Work Qty. Unit Rate Amount (Rs.) 14 Providing and laying cement concrete in

retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level,

excluding the cost of centering, shuttering and

finishing : M-20 nominal Mix : 1:1½:3 (1

cement:1½ coarse sand:3 graded stone

aggregate 20 mm nominal size) (DSR 2012, 4.2.2/85)

134.51 Cu.Mt. 6803.32 915080.86

15 15 mm cement plaster on rough side of single or half brick wall of mix : 1 : 6 (1

cement : 6 coarse sand) (DSR 2012,

13.5.2/222)

13835.56 Sq.Mt. 168.72 2334370.77

16 12 mm cement plaster of mix 1 : 6 (1 cement : 6 find sand) (DSR 2012,

13.1.2/222)

768.60 Sq.Mt. 135.15 103873.41

17 Providing and fixing concertina coil fencing with punched tape concertina coil 600Ø 10

m openable length (total length 90 m)

having 50 nos rounds per 6 meter length,

upto 3 m height of wall with existing angle

iron 'Y' shape placed 2.4 m or 3.00m apart

and with 9 horizontal RBT reinforced

barbed wire, stud tied with GI staples and

GIstaples and GI clips to retain horizontal,

including necessary bolts or GI barbed wire

tied to angle iron, all complete as per

direction of Engineer-in-charge, with

reinforced barbed tape (RBT)/spring core

(2.5 mm thick) wire of high tensile strength

of 165 kg/sq.mm with tape (0.52 mm

thick) and weight 43.478 gm/m (cost of MS

angle, C.C. blocks shall be paid separately)

(DSR2012, 16.53/270)

2562.00 Rmt. 323.39 828525.08

18 Fencing with angle iron placed at required distance embedded in cmenet concrete

blocks, every 15th post, last but one end

post and corner post shall be strutted on

botrh sides and end post one side only,

provided with horizontal lines and two

diagonals interwoven with horizontal wires,

of barbed wire weighting 9.38 kg per 100

m (minimum), between the two posts fitted

and fixed with GI staples, turn buckles etc.

complete. (Cost of posts, struts, earth work

and concrete work to be paid for

separately). Payment to be made per

meter cost of total lenfth of barbed wire

used with GI barbed Wire. DSR 2012, 16.18.1/265) 12810.00 Rmt. 13.94 178508.37

S.N. Item of Work Qty. Unit Rate Amount (Rs.) 19 Reinforcement of R.C.C. work including

straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars. (DSR 2012, 5.22.6/99)

115500.80 Kg. 74.78 8637256.60

Total 26803810.11

BOQ for Security Gate, I.T.B.P.,Katihar, Bihar.

S.N. DSR-2012 Item of Work Qty. Unit Rate Amount

A. EARTH WORK

1 2.8.1/72 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.Ordinary soil.

120.12 Cu.Mt. 157.13 18874.46

2 2.27/75 Supplying and filling in plinth with local sand under floors

including, watering, ramming consolidating and dressing

complete.

12.01 Cu.Mt. 900.13 10812.36

B. CONCRETE WORK

3 4.1.6/85 Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size).

16.02 Cu.Mt. 4665.84 74728.09

C. REINFORCED CONCRETE CEMENT 4

5

6

7

8 (a)

5.1.2/96

5.1.2/96

5.1.2/96

5.1.2/96 5.9.1/97

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1 :

1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).

11.06 Cu.Mt. 6120.44 67680.64

Providing and laying in position specified grade of reinforced

cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

4.28 Cu.Mt. 6120.44 26195.48

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20

mm nominal size)

5.40 Cu.Mt. 6120.44 33024.67

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1 :

1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

10.80 Cu.Mt. 6120.44 66100.75

Centering and shuttering including strutting ,propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete

16.80 Sq.Mt. 200.50 3368.40

(b)

5.9.6/97 Columns, Pillars, Piers, Abutments, Posts and Struts for Ground Floor


(c)

5.9.5/97

59.92 Sq.Mt. 439.20 26316.86

Lintels, beams, plinth beams, girders, bressumers and

cantilevers. For Ground Floor

48.85 Sq.Mt. 315.04 15388.76

(d)

5.9.3/97

Suspended floors, roofs, landings, balconies and access

platform. (Ground Floor)

154.80 Sq.Mt. 373.44 57808.51

9

13.16.1/223

6 mm thick Plaster of mix : 1 : 3 (1cement : 3 fine sand)(GF)

72.00 Sq.Mt. 121.20 8726.40

10 13.1.2/222 12 mm thick Plaster of mix 1 : 6 (1cement : 6 fine sand) (GF)

57.92 Sq.Mt. 135.00 7818.53

11 5.22.6/99 Reinforcement for RCC work including straightening,

cutting, bending, placing in position and binding all

complete. Thermo-Mechanically Treated bars.

37.13 Qtl. 7478.00 277667.16

D. BRICK WORK

12 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

6.1.2/109 Cement Mortar 1 : 6 (1 cement : 6 coarse sand)

4.14 Cu.Mt. 3984.17 16494.46

E. STEEL WORK

13 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 10.25.2/179 etc. as required. In gratings, frames, guard bar, adder,

railings, bracets, gates and similar works.

753.98 Kg. 93.48 70481.75

F. FINISHING 14

26.7/412-

413

15

13.44.1/225

Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: The fastening brackets of Aluminium alloy 6005 T5 / MS with

Hot Dip Galvanised with serrations and serrated washers to

arrest the wind load movement, fasteners, SS 316 Pins and

anchor bolts of approved make in SS 316, Nylon separators to

prevent bi-metallic contacts all complete required to perform

as per specification and drawing

93.44 Sq.Mt. 3696.65 345396.49

Finishing walls with water proofing cement paint of required

shade : New work (two or more coats applied

@3.80kg/10sqm.)

44.28 Sq.Mt. 53.94 2388.46


16 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or

13.62.1/227 more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.

35.28 Sq.Mt. 94.56 3336.08

Grand Total 1132608.33

For 2 (Two) Nos. Security Gate 2265216.66

+

BOQ for the proposed construction of Santri Post, Reception & Guard Room for ITBP, Katihar,Bihar

S.N. DSR

DSR-2012 Item of Work Qty. Unit Rate Amount (Rs.)

Code

A. 1.0 EARTH WORK

1 2.8.1/72 Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means in

foundation trenches or drains (not exceeding 1.5 m

in width or 10 sqm on plan) including dressing of

sides and ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil and

disposal of surplus excavated soil as directed,

within a lead of 50m.Ordinary soil.

26.66 Cu.Mt. 157.13 4189.09

2 2.27/75 Supplying and filling in plinth with local sand

under floors including, watering, ramming

consolidating and dressing complete.

2.06 Cu.Mt. 900.13

1854.27

B. 2.0 CONCRETE WORK

3 4.1.6/85 Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering - All work up to plinth level :1:3:6 (1

Cement : 3 coarse sand : 6 graded stone aggregate

40 mm nominal size).

4.74 Cu.Mt. 4665.84 22116.08

C. 5.0 REINFORCED CEMENT CONCRETE

4

5.1.2/96

5

5.1.2/96

Providing and laying in position specified grade of

reinforced cement concrete, excluding the cost of

centering, shuttering, finishing and reinforcement -

all work up to plinth level : 1 : 1½ : 3 (1cement : 1½

coarse sand : 3 graded stone aggregate 20 mm

nominal size).

Fondation

7.38 Cu.Mt. 6120.44

45165.63

Providing and laying in position specified grade of



all work up to plinth level : 1 : 1½ : 3 (1cement : 1½


nominal size) Column 3.97 Cu.Mt.

6120.44 24322.55

6 Providing and laying in position specified grade of



5.1.2/96 all work up to plinth level : 1 : 1½ : 3 (1cement : 1½


nominal size)

18

S.N. DSR


Code

Plinth Beam 2.24 Cu.Mt. 6120.44

13731.70






nominal size)

Lintel 0.58 Cu.Mt. 6120.44

3547.41






nominal size)

17.62 Cu.Mt. 6120.44

107843.82






nominal size)

10

(a)

5.9.1/97 (b)

5.9.6/97 (c)

5.9.5/97

(d)

5.9.3/97 11

13.16.1/223

12

13.1.2/222

13

13.2.2/222

Column 2.26 Cu.Mt. 6120.44

13841.22

Centering and shuttering including strutting

,propping etc. and removal of form for:

Foundations, footings, bases of columns, etc. for

mass concrete

26.58 Sq.Mt. 5328.49

200.50

Columns, Pillars, Piers, Abutments, Posts and Struts

for Ground Floor

41.95 Sq.Mt. 18425.32

439.20

Lintels, beams, plinth beams, girders, bressumers

and cantilevers. For Ground Floor

39.82 Sq.Mt. 315.04

12543.86

Suspended floors, roofs, landings, balconies and

access platform. (Ground Floor)

117.03 Sq.Mt. 373.44

43702.53

6 mm thick Plaster of mix : 1 : 3 (1cement : 3 fine

sand)(GF)

72.84 Sq.Mt. 121.20

8828.21

12 mm thick Plaster of mix 1 : 6 (1cement : 6 fine

sand) (GF)

149.82 Sq.Mt. 135.00

20225.09

15 mm thick Plaster of mix 1 : 6 (1cement : 6 fine

sand) (GF)

19

S.N. DSR


Code

177.94 Sq.Mt. 156.24

27800.72

14 5.22.6/99 Reinforcement for RCC work including

straightening, cutting, bending, placing in position

and binding all complete. Thermo-Mechanically

Treated bars.

40.81 Qtl. 7478.00

305177.18

D. 6.0 BRICK WORK

15

6.1.2/109 16

6.1.2/109

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1 : 6 (1 cement : 6 coarse sand)

2.88 Cu.Mt. 3984.17

11470.98


26.72 Cu.Mt. 3984.17 106445.65

E. 9.0 WOOD AND PVC WORK 17

9.1.2/147

18

9.20.1/150

19

9.5.1.2/147

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position. Salwood

0.59 Cu.Mt.

82377.60 48208.69

Providing and fixing ISI marked flush door shutters

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

of block board construction with frame of 1st class

hard wood and well matched tead 3 ply veneering

with vertical grains or cross bands and face veneers

on both faces of shutters. 35mm thick including ISI

marked Stainless Steel butt hinges with necessary

screws.

D 11.91 Sq.Mt.

2590.86 30849.37

Poviding and fixing panelled or panelled and glazed

shutters for doors, windows and clerestory

windows including ISI marked black enamelled MS

butt hinges with necessary screws excluding,

panelling which will be paid for separately. Second

class teak wood 30mm thick shutters.

26.54 Sq.Mt. 2595.18

68863.10

20 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than

9.96.1/159 grade AC 10 as per IS : 1868) transparent or dyed to

required colour or shade with nuts and screws etc.

complete :300x16 mm

20

S.N. DSR


Code

11.00 Nos. 203.80

2241.80

21 Providing and fixing aluminium tower bolts ISI

marked anodised (Powder coated not less than

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

required colour or shade with necessary screws etc.

complete.

(b) 22

9.97.1/159 (Size 150x10mm) (DSR-2007,9.97.4/149) 13.00 Nos. 120.48

1566.24

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 :

(a) (b) 23

9.100.2/160 9.100.3/160

9.101.2/160

100mm (DSR-2007, 9.100.2/150) 9.00 Nos. 59.46

535.14

75mm (DSR-2007, 9.100.3/150) 18.00 Nos. 50.28

905.04

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.Twin rubber stopper. 3.00 Nos.

85.86 257.58

F. 10.0 STEEL WORK

24 Steel work welded in built up sections/framed

work including cutting, hoisting, fixing in position

and applying a priming coat of approved steel

10.25.2/179 primer using structural steel etc. as required. In

gratings, frames, guard bar, adder, railings, bracets,

gates and similar works.

289.58 Kg. 93.48

27069.47

G. 11.0 FLOORING

25 Providing and laying vitrified floor tiles in different

sizes (thickness to be specified by the manufacturer)

with water absorption's less than 0.08% and

conforming to IS : 15622 of approved make in all

11.41.2/193 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.Size of Tile 60x60 cm.

63.36 Sq.Mt 1604.40

101653.26

I. 13.0 FINISHING

26

13.41.1/125

27

13.44.1/225

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. New work (two or more coats) over and including priming coat with cement primer.

247.60 Sq.Mt.

80.04 19818.11

Finishing walls with water proofing cement paint of required shade : New work (two or more coats applied @3.80kg/10sqm.)

21

S.N. DSR


Code

158.52 Sq.Mt. 53.94

8550.49

28 Painting with synthetic enamel paint of approved

brand and manufacture of required colour to give

an even shade:Two or more coats on new work over

13.62.1/227 an under coat of suitable shade with ordinary paint

of approved brand and manufacture.

32.22 Sq.Mt. 94.56

3046.72

29 9.46.3/154 Providing and fixing curtain rods of 1.25 mm thick

chromium plated brass plate, with two chromium

plated brass brackets fixed with C.P. brass screws

and wooden plugs, etc., wherever necessary

complete : 25 mm Ø

Guard Room 10.00 Rmt. 501.36 5013.63

Total 1115138.43

22

BOQ for ATM Building, I.T.B.P.,Katihar, Bihar.


A. EARTH WORK 1 2.8.1/72 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains

(not exceeding 1.5 m in width or 10 sqm on plan) including

dressing of sides and ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil and disposal of

surplus excavated soil as directed, within a lead of

50m.Ordinary soil.

42.42 Cu.Mt. 157.13 6665.46 2 2.27/75 Supplying and filling in plinth with local sand under floors

including, watering, ramming consolidating and dressing

complete.

3.36 Cu.Mt. 900.13 3024.45 B. CONCRETE WORK 3 4.1.6/85 Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size).

11.24 Cu.Mt. 4670.89 52482.73

C. REINFORCED CONCRETE CEMENT 4

5.1.2/96

5

5.1.2/96

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). Fondation

0.26 Cu.Mt. 6120.44 1602.33 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

0.27 Cu.Mt. 6120.44 1647.01

6 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering,

5.1.2/96 shuttering, finishing and reinforcement - all work up to plinth level : 1 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

0.35 Cu.Mt. 6120.44 2145.34



0.08 Cu.Mt. 6120.44 506.77



1.08 Cu.Mt. 6120.44 6610.08

9 Centering and shuttering including strutting ,propping etc. and removal of form for:


(a) 5.9.1/97

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

concrete

6.12 Sq.Mt. 200.50 1227.04

(b) 5.9.6/97

Columns, Pillars, Piers, Abutments, Posts and Struts for

Ground Floor

28.94 Sq.Mt. 439.20 12709.43

(c) 5.9.5/97

Lintels, beams, plinth beams, girders, bressumers and

cantilevers. For Ground Floor

Lintel 7.90 Sq.Mt. 315.04 2488.95

(d) 5.9.3/97

Suspended floors, roofs, landings, balconies and access

platform. (Ground Floor)

20.88 Sq.Mt. 373.84 7805.87

10 13.16.1/223 6 mm thick Plaster of mix : 1 : 3 (1cement : 3 fine sand)(GF)

9.00 Sq.Mt. 121.33 1091.98

11 13.1.2/222 12 mm thick Plaster of mix 1 : 6 (1cement : 6 fine sand)

30.42 Sq.Mt. 135.15 4111.15

12 13.2.2/222 15 mm thick Plaster of mix 1 : 6 (1cement : 6 fine sand)

34.20 Sq.Mt. 156.41 5349.20

13 5.22.6/99 Reinforcement for RCC work including straightening,

cutting, bending, placing in position and binding all

complete. Thermo-Mechanically Treated bars.

1.60 Qtl. 7478.09 12000.19

D. BRICK WORK 14

6.1.2/109 15

6.1.2/111


0.26 Cu.Mt. 3984.17 1024.12

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 above plinth in: Cement Mortar 1 : 6 (1 cement : 6 coarse sand)

3.69 Cu.Mt. 3984.17 14691.07

E. ALUMINIUM WORK 16 Providing and fixing aluminium work for doors, windows,

ventilators and partitions with extruded builtup standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasterers of required dia and size, including necessary filling up the gaps at juncitons, i.e. at top, bottom and sides with required EPDM rubber / neoprene gasket etc. Aluminium sections shall be smooth, rust free staraight, mitred and jointed mechanically wherever required 21.1.1.1/35 including cleat angle,

Aluminium snap beading for glazing /

5 panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directionsa of Engineer-in charge. (Glazing, paneling and dash fasterrs to be paid for separately: Anodised aluminium (anodised transparent or dyed to required shade acording to IS:1868, Minimum anodic coating of grade AC15

D1 7.00 Kg. 430.43 3012.98


17 Providing and fixing glazing in aluminium door, window,

ventilator shutters and partitions etc. with EPDM urbber /

newoprene gasket etc. complete as per the architectural 21.3.3/355- drawings and the directions of engineer-in-charge. (cost of

356 aluminium snap beading shall be paid in basic item): with float glass panes of 8 mm thickness.

3.78 Sq.Mt. 1474.96 5575.33 18 Providing and fixing aluminium sliding door bolts ISI

marked anodised (anodic coating not less than grade AC 10

9.96.1/159 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :300x16 mm

For Door 2.00 Nos. 244.82 489.65 19 Providing and fixing aluminium tower bolts ISI marked

anodised (Powder coated not less than grade AC 10 as per IS

: 1868) transparent or dyed to required colour or shade with

necessary screws etc. complete.

(b) 9.97.4/159 (Size 150x10mm) (DSR-2007,9.97.4/149) 2.00 Nos. 70.88 141.75 20 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 :

(a) 9.100.2/160 100mm (DSR-2007, 9.100.2/150) 2.00 Nos. 59.52 119.05

21 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC

9.101.2/160 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.Twin rubber

stopper. 2.00 Nos. 873.00 1746.01 F. STEEL WORK 22 Supply and fixing rolling shutters of approved make, made

of required size M.S. Laths, interlocked together through their eintire length and jointed together at the end by end locks, moundted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete,

10.6.1/176 including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire

of adequate strength conforming to IS:4454 part 1 and M.S. top cover of requried thickness for rolling shutters.: 80×1.25 mm M.S. laths with 1.25 mm thick top cover.

4.20 Sq.Mt. 2211.41 9287.94

G. FLOORING 23 Providing and laying vitrified floor tiles in different sizes

(thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of

approved make in all colours and shades, laid on 20mm thick 11.41.2/193 cement mortar 1:4 (1 cement : 4 coarse sand) including

grouting the joints with white cement and matching pigments etc., complete.Size of Tile 60x60 cm.

31.63 Sq.Mt 1606.26 50802.09 I. FINISHING


24 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. 13.41.1/225 New work (two or more coats) over and including priming coat with cement primer.

25 Finishing walls with water proofing cement paint of required 13.44.1/225 shade : New work (two or more coats applied @3.80kg/10sqm.)

31.63 Sq.Mt. 80.13 2534.22

34.20 Sq.Mt. 80.13 2740.33

Total 213632.54

BOQ for Road Work, ITBP, Katihar S.N. Item of Work Qty. Unit Rate Amount (Rs.)

1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches of drain (not exceeding 1.5 m in width or 10 Sqm. On plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, wiyhin a lead of 50m. All kind of soil. (DSR-2012, 2.8.1/72)

2 Supplying and stacking at site. Good Earth (DSR-2012/16.3.9/263)

3 Supplying & Stacking at Site : 90 mm to 45 mm size stone aggregate (DSR-2012, 16.3.1/263)

4 Supplying & Stacking at Site : 63 mm to 45 mm size stone aggregate (DSR-2012, 16.3.2/263)

5 Supplying & Stacking at Site : 53 mm to 22.4 mm size stone aggregate (DSR-2012, 16.3.3/263)

6 Supplying & Stacking at Site : Stone screening 11.2 mm nominal size (Type B) (DSR-

2012, 16.3.7/263)

Blinding Material

7 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity 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 . (DSR-2012, 16.4/263)

8 Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment androlling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.: 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5 0% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. (DSR- 2012, 16.55.1/271)

5814.32 Cu.Mt. 157.13 913604.11

4089.94 Cu.Mt. 313.18 1280882.17

752.49 Cu.Mt. 1214.21 913683.87

401.33 Cu.Mt. 1322.39 530712.55

401.33 Cu.Mt. 1430.51 574102.93

311.53 Cu.Mt. 1712.87 533612.99

1555.15 Cu.Mt. 396.61 616785.20

S.N. Item of Work Qty. Unit Rate Amount (Rs.) 279.37 Cu.Mt. 7657.39 2139253.65

9 Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per

specification, complete and as per directions of Engineer-in-Charge. : 25

mm compacted thickness with bitumen of grade VG-30 @5% (percentage

by weight of total mix) and lime filler @ 2% (percentage by weight of

Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH

capacity. (DSR-2012, 16.56.1/271)

3724.95 Sq.Mt. 250.05 931425.96

10 Providing and laying at or near ground level factory made kerb stone of

M-25 grade cement concrete 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). (DSR-2012, 16.69/274)

193.75 Cu.Mt. 6062.72 1174637.01

11 Providing and applying tack coat using hot straight run bitumen of

grade VG - 10, including heating the bitumen, spraying the bitumen

with mechanically operated spray unit fitted on bitumen boiler, cleaning

and preparing the existing road surface as per specifications : On

bituminous surface @ 0.50 Kg / sqm. (DSR-2012, 16.30.2/266)

7449.90 Sq.Mt. 34.84 259537.38

DRAIN WORK

12 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth

level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm

nominal size). (DSR2012, 4.1.8/85)

64.58 Cu.Mt. 4316.63 278778.84

13 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR-2012, 6.1.1/109)

133.69 Cu.Mt. 4214.46 563413.45

S.N. Item of Work Qty. Unit Rate Amount (Rs.)

14 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. : 40 mm thick with 20 mm nominal size stone aggregate. (DSR-2012, 11.3.1/187)

15 Pointing on brick work or brick flooring with cement mortar 1:3 (1

cement : 3 fine sand) : Flush / Ruled/ Struck or weathered pointing. (DSR-2012, 13.31.1/224)

16 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 : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.: 110 mm diameter complete with all respect. (DSR-2012, 12.41.2/210)

17 Providing and laying 60mm thick factory made cement concrete

interlocking paver block of M -30 grade made by block making machine

with strong vibratory compaction, of approved size, design & shape,

laid in required colour and pattern over and including 50mm thick

compacted bed of coarse sand, filling the joints with fine sand etc. all

complete as per the direction of Engineer-in-charge. (DSR-2012, 16.68/274)

279.86 Sq.Mt. 336.42 94150.80

559.72 Sq.Mt. 94.12 52681.41

15.00 Rmt. 248.55 3728.23

1291.65 Sq.Mt. 644.68 832697.88

Total 11693688.44