Annexure 9.2(1)

7/29/2019 Annexure 9.2(1)

http://slidepdf.com/reader/full/annexure-921 1/67

Annexure 9.2a

1 16.1/109

WRD

Providing and laying boulders apron/toe wall on river bed for

protection against scour with stone boulders weighing not less

than 40 kg each complete as per drawing and technical

specification and as per relevant clauses of section 2500.

(a) Boulders laid dry without wire crates (3 m wide*6 m

height*20 m length)

360.00 cum 838.00 3.02

2 2.6/15

WRD

Earth work in excavation by mechanical means (hydraulic

excavator)/manual means over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10 sqm on plan) including

disposal of excavated earth, lead upto 50 m and lif t upto 1.5

m, disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil (1 mx6 mx20 m) 120.00 cum 127.00 0.153 2.25/19

WRD

Filling by available excavated earth ( excluding rock) in

treches, plinth, sides of foundations etc in layers not

exceeding 20 cm in depth, consolidating each deposited layer

by ramming and watering, lead upto 50 m and lift upto 1.50 m.

2.26.1 All kinds of soil 120.00 cum 24.00 0.03

3.20Total Cost

Annexure 9.2a : Detailed BOQ and Sub Cost Estimate - Construction of Coffer Dam

Intake Well Cum Pump House

S.

No.

SOR ITEM /

PAGEITEM OF WORK Quantity Unit

RATE

(Rs per unit)

AMOUNT

(Lakhs)

174766232.xlsx.ms_officeIntake-coffer dam SNC Lavalin Infra Structure Pvt. Ltd

7/29/2019 Annexure 9.2(1)


A

1 Point wiring for fan/exhaust fan point with 1.5 sqmm PVC

insulated cable with aluminium conductor of approved make

in concealed rigid PVC non metallic conduit of suitable size

as required as per specifications.

i Fan- Medium points 2.00 points 213.00

ii Fan - Long points 2.00 points 326.00

iii Exhaust fans - Medium 1.00 point 213.00

iv Exhaust fans - Long 1.00 point 326.00

2 Point wiring for 3 pin 5 Amps sicket outlet point with 1.50

sqmm PVC insulated cable with aluminium conductor of

approved make in concealed rigid PVC non metallic conduit

of suitable size as required as per specifications on separate

board.i Medium point 1.00 point 197.00

ii Special points 2.00 points 430.00

3 3446/324

WRD

Wiring for sub-mains with PVC insulated cable with aluminium

conductor of approved make in surface rigid steel conduit of

suitable size including connections, painting etc as required

as per spsecifications - 2 wires submains, 2.5 sqmm cable in

20 mm conduit.

10.00 M 44.00

4 3518/340W

RD

Supply and fixing as per specification ceiling rose porcelain

base 3 plate of approved make with necessary materials

complete.

4.00 Nos 18.00

5 3520/340

WRD

Supply and fixing as per specification 5 Amps 250 volts porc

base push switch of approved make with necessary materials

complete. - Flush type.

13.00 Nos 15.00

6 3522/341

WRD

Supplying of approved make iron clad/metal clad switch fuse,

front operated totally enclosed pattern (suitable for main

switch as well as controlling switch for appliances) single pole.

1.00 No 149.00

7 3528/342

WRD

Supplying of approved make distribution fuse boards, single

pole and neutral 15/16 amps 250 volts per way- 2 way.1.00 No 143.00

8 3614/348

WRD

Supplying of approved make and accepted standard, sheet

steel enclosures (dust protected) TP & N distribution boards

including bus bar neutral link din bar suitable for incorporating

one TP & N MCB for incoming and SP MCB for out going as

follows, surface/flush mounting type- 4 MCBs per pole.

1.00 No 2042.00

9 3704/351

WRD

Providing and fixing earthing arrangement with 600x600x3.15

mm copper plate electrode, including packing of charcoal

powder and salt as per specification, water pipe 19 mm dia GI

connections etc complete with refilling the pit as required , but

excluding the excavation of earth pit.

1.00 No 3848.00

10 3804/361

WRD

Fixing of fluorescent tube fitting with stiff pendant

arrangement of two pieces of steel conduit including

connections etc complete as required - For pendant length

upto 1.50 metre.

4.00 Nos 185.00

11 3806/361W

RD

Supplying and fixing fan clamps of 16 mm dia steel bar as

specification complete. For RCC slabs/beams.4.00 Nos 17.00

12 3810/362

WRD

Erection of exhaust fan in position with required VIR TBC

cable frame bolts etc complete including connections.2.00 Nos 29.00

Annexure 9.2b : Detailed BOQ and Sub Cost Estimate - Internal Electrification


3437/321

WRD

3438/322

WRD

S. No.SOR ITEM /


RATE

(Rs per

unit)

7/29/2019 Annexure 9.2(1)


An

Annexure 9.2b : Detailed BOQ and Sub Cost Estimate - Internal Electrification


S. No.SOR ITEM /


RATE

(Rs per

unit)

13 3901/364

WRD

Approved make electric ceiling fan complete with standard

down rod canopy, hanging shackle blades and speed

regulator suitable for operation on 230-250 volts AC supply. -

1200 mm sweep.

4.00 Nos 1872.00

14 3908/365

WRD

Wall mounting exhaust fan of approved make complete woth

motor, mounting frame, blades etc - 450 mm app. 1400/1500

rpm.

2.00 Nos 4765.00

15 3913/366

WRD

Approved make of fluorescent tube fitting, rust resistance

stove enameled, channel/rail/box type with copper wound

choke, capacitor, starter, holder etc duly wired complete, but

without tube.- 2x40 watt.

4.00 Nos 603.00

16 3917/367

WRD

Approved make of tubular fluorescent lamp- 40 watt 122 cm. 8.00 Nos 124.00

Say

Total Cost (in Lakhs)

Total Cost

7/29/2019 Annexure 9.2(1)


Annexure

426.00

652.00

213.00

326.00

197.00860.00

440.00

72.00

195.00

149.00

143.00

2042.00

3848.00

740.00

68.00

58.00

AMOUNT

(Rs.)

7/29/2019 Annexure 9.2(1)


Annexure 9

AMOUNT

(Rs.)

7488.00

9530.00

2412.00

992.00

30851.00

0.3085

0.31

174766232.xlsx.ms_officeIntake-Electrification SNC Lavalin Infra Structure Pvt

7/29/2019 Annexure 9.2(1)


Annexu

1 2803/266

WRD

Excavation in moorum and moorum mixed with boulder

includiong 50 m lead and 1.5 m lift with dressing.

60.80 cum 51.00 0.03

2 2805/267

WRD

Excavation in disintegrated rock includiong 50 m lead and 1.5

m lift with dressing.

30.40 cum 101.00 0.03

3 2806/267

WRD

Excavation in soft rock including 50 m lead and 1.5 m lif t with

dressing.

30.40 cum 174.00 0.05

Fil ling foundations and around masonry works with hard

moorum and moorum with boulders including watering and

ramming.

(a) in between intake well and retaining wall 400.00 cum 95.00 0.38

5 715/53

WRD

Cement concrete 1:2:4 with graded metal of maximem size (c)

150 mm base concrete.

9.12 cum 2299.00 0.21

Providing and placing in position M-25 RCC excluding cost of

reinforcement, form work, but including vibration, finishing,

curing and cleaning etc. complete with graded metal of

maximum size (b) 20 mm.

(a) RCC foundation 12.35 cum 4182.00 0.52

(b) Retaining wall 138.32 cum 4182.00 5.78

Form work for RCC in-situ, thickness not exceeding 20 cm for

slabs, lintels, beams,columns,etc including all leads and lifts

for all materials.

(a) Rcc foundation 15.20 Sqm 159.00 0.02

(b) RCC retaining wall 425.60 Sqm 159.00 0.68

Supplying and fixing steel reinforcement bars (tested) for RCC

including cleaning, straightening, cutting, bending, al l

handling, placing in position and binding with 0.9 mm

annealed binding wire confirming to IS 280-1978 (including

cost of binding wire).

(a) Cold worked steel high strength bars confirming to grade

Fe 415 of IS: 1786 (@ 200 kg/cum of concrete).

18,080.40 Kg 41.00 7.41

15.12Total Cost

1604/157

WRD

6

1610/158

WRD

7

1304/129

WRD

8

4 703/52

WRD

Annexure 9.2c : Detailed BOQ and Sub Cost Estimate - Construction of River Bank Protection


S.

No.

SOR

ITEM /

PAGE

ITEM OF WORK Quantity Unit

RATE

(Rs per

unit)

AMOUNT

(Lakhs)

7/29/2019 Annexure 9.2(1)


A

1 2.6/15

UADD



depth, 1.5 m in widdth as well as 10 sqm on plan) including

disposal of excavated earth, lead upto 50 m and lift upto 1.5

m, disposed earth to be levelled and neatly dressed. All kinds

of soil.

610.44 127.00 Cum 0.78

2 2.7/15

UADD





m, disposed earth to be levelled and neatly dressed. Ordinary

rock.

569.74 196.00 Cum 1.12

3 4.1/34

UADD

Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering. All workupto plinth level.Cement concrete grade M-15.

30.52 4154.00 Cum 1.27

4 5.32/51

UADD

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 the 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 imparing strength and durability as per

direction of engineer-in-charge. M-30 grade reinforeced

cement concrete by using 420 kg of cement per cum of

concrete. All work upto floor 2 level. .

i Base 48.99

ii Vertical Wall 70.63

iii Ring Beam 2.53

iv Top dome 36.17

v Staire case 2.63

Total 160.95 5310.00 Cum 8.55

5 20.1/209

UADD

Centering and shuttering including strutting, propping etc and

removal of form for

20.1.1 Foundations, footings, bases of columns etc for mass

concrete,

i Base 12.40

ii Dome 7.54

Total 19.94 138.00 Sqm 0.03

5a 20.1.2 Walls (any thickness) including attached pilasters,

butteresses, pllinth and string cource etc.

i Walls 565.04 216.00 Sqm 1.22

6 5.20/49

UADD

Reinforcement for RCC work including straightening, cutting,

bending, placing in posit ion and binding including cost of

binding wire upto floor two level including all wastage etc

complete.

5.20.3 Cold twisted bars 24142.47 59.00 Kg 14.24

Unit

RATE

(Rs per

unit)

Annexure 9.2d : Detailed BOQ and Sub Cost Estimate - Construction of Clear Water Tank

Water Treatment Plant

S.

No.

SOR ITEM

/ PAGEITEM OF WORK Quantity

AMOUN

(Lakhs

7/29/2019 Annexure 9.2(1)


An

Unit

RATE

(Rs per

unit)

Annexure 9.2d : Detailed BOQ and Sub Cost Estimate - Construction of Clear Water Tank


S.

No.

SOR ITEM

/ PAGEITEM OF WORK Quantity

AMOUNT

(Lakhs)

7 2.25/19

UADD

Filling by available excavated earth in trenches, plinth, sides

of foundations etc. in layers not exceeding 20 cm in depth,

consolidating each deposited layer by ramming and watering,

lead up to 50 m and lift up to 1.5 m.

42.75 59.00 Cum 0.03

8 10.26/117

UADD

Providing and fixing hand rail of approved size by welding etc

to steel ladder railing, balconey railing and staircase railing

including applying a priming coat of approved steel primer.

ERW tubes.

120.00 99.00 Kg 0.12

9 11.34/134

UADD

Providing and fixing 1st quali ty ceramic glazed wall tiles

conforming to IS 15622 (6 to 7 mm) 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 12 mm thick bed of cement mortar 1:3

(1 cement:3 coarse sand) and jointing with gray cement slurry@ 3.3 Kg per sqm inlcuding pointing in shite cement mixed

with pigment of matching shade complete.

164.85 686.00 Sqm 1.13

10 24.7.3/238

UADD

Supplying and fixing CI cover without frame for manholes 560

mm dia heavy duty, the weight of the cover to be not less than

108 Kg

1.00 5941.00 No 0.06

28.53Total Cost

7/29/2019 Annexure 9.2(1)


Anne

1 2.6/15

UADD





m, disposed earth to be levelled and neatly dressed. All

kinds of soil.

i Colums 116.38 127.00 Cum 0.15

2 2.6/15

UADD





m, disposed earth to be levelled and neatly dressed.Ordinary rock.

i Colums 42.32 196.00 Cum 0.08

3 4.1/34

UADD


grade excluding the cost of centering and shuttering. All work

upto plinth level.Cement concrete grade M-15.

i Colum Base 15.87 4154.00 Cum 0.66

4 5.32/51

UADD



specified grade for reinforced cement concrete work

including pumping of concrete to the site of laying but

excluding the cost of centering, shuttering, fin ishing and

reinforcement including admixtures in recommendedproportions as per IS 9103 to accelerate, retard setting of

concrete, improve workability without imparing strength and

durability as per direction of engineer-in-charge. M-30 grade

reinforeced cement concrete by using 420 kg of cement per

cum of concrete. All work upto floor 2 level.

Column Foundation 36.00

Column 25.00

Plinth Beam 25.92

Lintel beams 15.36

Roof Beams 25.92

Roof 28.80

Total 157.00 5310 Cum 8.34

5 5.20/49

UADD


bending, placing in position and binding including cost of

binding wire upto floor two level inc luding all wastage etc

complete.


6 20.1/209

UADD


removal of form for


concrete,

i Column Foundation 48.00 138.00 Sqm 0.07

RATE

(Rs per unit)

Unit

Annexure 9.2e : Detailed BOQ and Sub Cost Estimate - Construction of Clear Water Pump House


S.

No.

SOR

ITEM /PAGE

ITEM OF WORK Quantity

AMOUNT

(Lakhs)

7/29/2019 Annexure 9.2(1)


Anne

RATE

(Rs per unit)

Unit



S.

No.

SOR

ITEM /PAGE


AMOUNT

(Lakhs)

20.1.3 Suspended floors, roofs, landings, balconies and access

platform

Roof 192.00 227.00 Sqm 0.44

20.1.5 Lintels, beams, plinth beams, girders, bressumers and

cantilevers.

Long Beams 249.60 203.00 Sqm 0.51

Short Beams 57.60 203.00 Sqm 0.12

20.1.6 Columns pillars, piers, abutments, posts and struts.

Columns 200.00 282.00 Sqm 0.56

7 6.2/58

UADD

Brick work with well burnt chimney bricks in bulls patent

trench kiln, manufactured by ghol process, crushing strengthnot less than 40 Kg/Sqcm and water absorption not more

than 15% in foundation and plinth.

6.1.2 Cement mortar 1:6 8.37 4232 Cum 0.35

8 6.3/58

UADD

Brick work with chimney bricks of class designation 40 in

superstructure above plinth level upto floor 2 level inclusing

the cost of scaffolding in

6.3.2 Cement mortar 1:6 93.00

Deduction for doors, windows and ventilatores

(i) Door 7.50

(ii) Windows 8.64

(iii) Ventilators 0.43

Net Brick work 76.43 4220 Cum 3.23

9 10.6/113

UADD

Supplying and fixing rol ling shutters of approved make,

made of required size MS laths interlocked together through

their entire length and jointed together at the end by end

locks mounted on specially designed pipe shaft with

brackets, side guides and arrangements for inside and out

side locking with push and pull operation complete including

the cost of providing and fixing necessary 27.50 cm long wire

springs grade No 2 and MS top cover of required thickness

for rolling shutters.

10.6.1 80x1.25 mm MS laths with 1.25 mm thick top cover 25.00 1919 Sqm 0.48

10.7 Providing and fixing ball bearing for rolling shutters 8.00 595 Each 0.05

10 10.11/114

UADD

Providing and fixing factory made ISI marked steel glazed

doors, windows and ventilators side/top/centre hung with

beading and all members such as K11B and K12B etc.

complete of standard rolled steel sections, joints mitred and

flash butt welded and sash bars tenoned and rivetted with

15x3 mm lugs, 10 cm long embedded in cement concrete M-

10 (nominal mix with 20 mm maximum size of stone

aggregate) blocks 15x10x10 cm or with wooden plugs and

screws or rawl plugs and screws or with fixing clips or with

bolts and nuts as required, including providing and fixing of

hinges, pivots and priming coat of approved steel primer

applying a coat of approved steel primer after pre-treatment

of the surface as directed by Engineer-in-charge.

(i) Windows- 2*8 Nos, 1.20*1.50 m 256.00

7/29/2019 Annexure 9.2(1)


Anne

RATE

(Rs per unit)

Unit



S.

No.

SOR

ITEM /PAGE


AMOUNT

(Lakhs)

(ii) Ventilators- 2*8 Nos, 1.20*0.60 m 160.00

Total 416.00 198 Kg 0.82

11 10.14/115

UADD

Providing and fixing pressed steel frmaes for doors, windows

and ventilators confirming to IS 4351 manufactured from

commecial mild steel sheet of 1.25 mm thickness including

hinges jamb, lock jamb bead and if required angle threshold

of mild steel angle of section 50x25 mm, or base ties of 1.25

mm pressed mild ssteel welded or rigidly fixed together by

mechanical means, adjustable lugs with split end tail to each

jamb including steel butt hinges 2.5 mm thick with mortar

guards, lock strike-plate and shock absorbers as specified

and applying a coat of approved steel primer after pre-

treatment of the surface as directed by Engineer-in-charge.

10.14.3 Single rebate 150x50 mm 144.00 370 M 0.53

12 11.26.1/1

33

UADD

Kota/Cuddapah stone slab 30 mm thick f lorr ing 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 of

cement mortar (1 cement : 4 course sand) 1:4 (minimum

size of kota stone 0.25 sqm).

120.00 899 Sqm 1.08

13 13.1.2/15

6

UADD

12 mm cement plaster of mix 1:5 (1cement:5 fine sand)

i inside 600.00

ii out side 770.00

iii Deduct for doors, windows, and ventilators 32.66

iv Net plaster 1337.34 102 Sqm 1.36

14 13.45.1/1

61

UADD

Finishing walls with textured exterior paint of required shade.

New work (two or more coats applied @ 3.28 Litre/10 sqm)

over and including base coat of water proofing cement paint

applied @ 2.20 Kg/10 sqm.

753.67 125 Sqm 0.94

15 13.48/161

UADD

Finishing walls with Delux multi surface paint for interiors and

exteriors using primer as per manufacturers specification.:

Two or more coats applied @ 1.25 litre/10 sqm over and

including one coat of special primer applied @ 0.75 litre/10sqm.

583.67 75 Sqm 0.44

16 13.48.3/1

62

UADD

Painting steel work with Deluxe multi surface paint to give an

even shade. Two or more coat applied @ 0.90 litre /10 sqm

over an under coat of primer applied @ 0.80 litre /10 sqm of

approved brand or manufacturere.

(i) Rolling shutter 50.00

(ii) Windows and Ventilatore 40.32

90.32 65 Sqm 0.06

ELECTRICAL WORKS

7/29/2019 Annexure 9.2(1)


Anne

RATE

(Rs per unit)

Unit



S.

No.

SOR

ITEM /PAGE


AMOUNT

(Lakhs)

17 1.3/17

UADD

Point wiring including metallic switch box, sheet, switches,

sockets, lamp holders / ceil ing roses etc with 1.50 sqmm

PVC insulated cable FR with copper multi strand conductor

ISI marked in concealed rigid PVC conduit (HMS) ISI

marked of suitable size and 1.5 Sqmm PVC insulator copper

earth continuity conductor of green colour inside conduit

including paintin etc as required as per specification for :

1.3.1 Light point/Fan points

(a) Short point 3.00 407 Each 0.01

(b) Medium point 6.00 756 Each 0.05

(c) Long point 6.00 1154 Each 0.07

1.3.2 3 pin 6 Amp socket outlet on separate board




18 7.1/36

UADD

Supplying of ISI marked switch fuse unit (rewirable type) tiple

pole with neutral link, 415 vols having conduit / cable gland

entry with two earthing terminals conforming to IS 13947 Part

I & III - 16 Amp.

1.00 1171 Each 0.01

19 9.23/51

UADD

Supplying, fixing and testing of compact Flourescent Lamp

(CFL) with inbuilt electronic ballast ISI marked of approved

make as required as per specification.- 45 Watt.

12.00 858 Each 0.10

20 9.32/53

UADD

Supplying, erection and testing of approved make electric

ceiling fan of double ball bearing complete with standard

down rod, canopy, hanging shack le, aluminium blads,

without regulator, AC 230-250 volts including connections

with all necessary meterials complete as required

conforming to IS 374/1979 with up to date ammendments.

12.00 858 Each 0.10

i Ceiling fan (energy saver 50 W ) 1200 mm sweep 4 1888 Each 0.08

21 9.31/52

UADD

Supplying and fixing of approved make step type modular

electronic Fan regulator single/double module includingconnection etc as required on existing board.- upto 120 watt.

4.00 600 Each 0.02

22 11.4/64

UADD

Earthing with copper earth plate 600 mm x 3 mm thick

including accessories and providing masonry enclosure in

cement mortar, cover plate having locking arrangement on

the top and GI watering pipe 20 mm dia 2.70 m long etc (but

without charcoal or coke and salt) complete as required.

1.00 7618 Each 0.08

11.5 Add extra for using salt and charcoal / coke for GI plate or

copper plate earth electrode as required including excavation

and refilling.

1.00 520 Each 0.01

34.70Total Cost

7/29/2019 Annexure 9.2(1)


Annexu

1 2.6/15

UADD






of soil.

Colums 19.40 127.00 Cum 0.02

2 2.6/15

UADD






rock.

Colums 7.06 196.00 Cum 0.01

3 4.1/34

UADD




Colum Base 2.65 4154.00 Cum 0.11

4 5.32/51

UADD




pumping of concrete to the site of laying but excluding the cost

of centering, shuttering, finishing and reinforcement including

admixtures in recommended proportions as per IS 9103 to

accelerate, retard setting of concrete, improve workabilitywithout imparing strength and durability as per direction of

engineer-in-charge. M-30 grade reinforeced cement concrete

by using 420 kg of cement per cum of concrete. All work upto

floor 2 level.


Column 2.43

Plinth Beam 5.67

Lintel beams 2.34

Roof Beams 5.67

Roof 9.60

Total 31.54 5310.00 Cum 1.67

5 5.20/49

UADD




complete.


6 20.1/209

UADD


removal of form for


concrete,


RATE

(Rs per

unit)

Unit

Annexure 9.2f : Detailed BOQ and Sub Cost Estimate - Construction of Alum Storage Room


S.

No.

SOR ITEM /

PAGEITEM OF WORK Quantity

AMOUNT

(Lakhs)

7/29/2019 Annexure 9.2(1)


Annexu

RATE

(Rs per

unit)

Unit



S.

No.

SOR ITEM /


AMOUNT

(Lakhs)


platform

Roof 80.00 227.00 Sqm 0.18


cantilevers.

Long Beams 57.60 203.00 Sqm 0.12

Short Beams 43.20 203.00 Sqm 0.09


Columns 32.40 282.00 Sqm 0.09

7 6.2/58

UADD


trench kiln, manufactured by ghol process, crushing strengthnot less than 40 Kg/Sqcm and water absorption not more than

15% in foundation and plinth.

6.1.2 Cement mortar 1:6 13.23 4232.00 Cum 0.56

8 6.3/58

UADD






(i) Door 3.75

(ii) Windows 4.32


Net Brick work 15.40 4220.00 Cum 0.65

9 10.6/113

UADD

Supplying and fixing rolling shutters of approved make, made

of required size MS laths interlocked together through their

enti re length and jointed together at the end by end locks

mounted on specially designed pipe shaft with brackets, side

guides and arrangements for inside and out side locking with

push and pull operation complete including the cost of

providing and fixing necessary 27.50 cm long wire springs

grade No 2 and MS top cover of required thickness for rolling

shutters.

10.6.1 80x1.25 mm MS laths with 1.25 mm thick top cover 25.00 1919.00 Sqm 0.48

10.7 Providing and fixing ball bearing for rolling shutters 4.00 595.00 Each 0.02

7/29/2019 Annexure 9.2(1)


Annex

RATE

(Rs per

unit)

Unit



S.

No.

SOR ITEM /


AMOUNT

(Lakhs)

10 10.11/114

UADD












applying a coat of approved steel primer after pre-treatment of

the surface as directed by Engineer-in-charge.

(i) Windows- 8 Nos, 1.20*1.50 m 128.00

(ii) Ventilators-8 Nos, 1.20*0.60 m 80.00

Total 208.00 198.00 Kg 0.41

11 10.14/115

UADD

Providing and fixing pressed steel frames for doors, windows





mm pressed mild ssteel welded or rigidly f ixed together by




and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge.

10.14.3 Single rebate 150x50 mm 72.00 370.00 M 0.27

12 11.26.1/133

UADD

Kota/Cuddapah stone slab 30 mm thick florring over 20 mm



including rubbing and polishing complete with base of cement

mortar (1 cement : 4

48.00 899.00 Sqm 0.43

13 13.1.2/156

UADD


(i) inside 80.40

(ii) out side 87.60

Deduct for doors, windows, and ventilators 16.33

Net plaster 151.67 102.00 Sqm 0.15

14 13.45.1/161

UADD





71.27 125.00 Sqm 0.09

15 13.48/161

UADD




including one coat of special primer applied @ 0.75 litre/10

sqm.

64.07 75.00 Sqm 0.05

7/29/2019 Annexure 9.2(1)


Annexu

RATE

(Rs per

unit)

Unit



S.

No.

SOR ITEM /


AMOUNT

(Lakhs)

16 13.48.3/162

UADD







Total 65.32 65.00 Sqm 0.04

17 1.3/17

UADD


sockets, lamp holders / ceiling roses etc with 1.50 sqmm PVCinsulated cable FR with copper multi strand conductor ISI

marked in concealed rigid PVC conduit (HMS) ISI marked of

suitable size and 1.5 Sqmm PVC insulator copper earth

continuity conductor of green colour inside conduit including

paintin etc as required as per specification for


(a) Short point 2.00 407.00 Each 0.01

(b) Medium point 2.00 756.00 Each 0.02

(c) Long point 2.00 1154.00 Each 0.02



18 7.1/36

UADD



entry with two earthing terminals conforming to IS 13947 Part I

& III - 16 Amp.

1.00 1171.00 Each 0.01

19 9.23/51

UADD




8.00 858.00 Each 0.07

20 9.32/53

UADD


ceiling fan of double ball bearing complete with standard down

rod, canopy, hanging shackle, aluminium blads, without

regulator, AC 230-250 volts including connections with all

necessary meterials complete as required conforming to IS

374/1979 with up to date ammendments.

1 Ceiling fan (energy saver 50 W ) 1200 mm sweep 2 1888.00 Each 0.04

21 9.31/52

UADD


electronic Fan regulator single/double module including

connection etc as required on existing board.- upto 120 watt.

2.00 600.00 Each 0.01

22 11.4/64

UADD



cement mortar, cover plate having locking arrangement on the

top and GI watering pipe 20 mm dia 2.70 m long etc (but


1.00 7618.00 Each 0.08

ELECTRICAL WORKS

7/29/2019 Annexure 9.2(1)


Annexure 9

RATE

(Rs per

unit)

Unit



S.

No.

SOR ITEM /


AMOUNT

(Lakhs)



and refilling.

1.00 520.00 Each 0.01

8.54Total Cost

174766232.xlsx.ms_officeWTP-ALUM ROOM SNC Lavalin Infra Structure Pvt. L

7/29/2019 Annexure 9.2(1)


1 2.6/15

UADD






of soil.

Colums 32.34 127.00 Cum

2 2.6/15

UADD






rock.

Colums 11.76 196.00 Cum

3 4.1/34

UADD




Colum Base 4.41 4154.00 Cum

4 5.32/51

UADD






admixtures in recommended proportions as per IS 9103 toaccelerate, retard setting of concrete, improve workability

without imparing strength and durability as per direction of



floor 2 level.


Column 7.20

Plinth Beam 13.50

Lintel beams 4.50

Roof Beams 13.50

Roof 26.40

Total 74.82 5310 Cum

5 5.20/49

UADD


bending, placing in posit ion and binding including cost of

binding wire upto floor two level including al l wastage etc

complete.

5.20.3 Cold twisted bars 11223.00 59.00 Kg

6 20.1/209

UADD


removal of form for

20.1.1Foundations, footings, bases of columns etc for mass

concrete,

i Column Foundation 34.20 138.00 Sqm


platform

Roof 176.00 227.00 Sqm

RATE

(Rs per unit)Unit

Annexure 9.2g : Detailed BOQ and Sub Cost Estimate - Construction of Chlorine Storage Room


S.

No.

SOR ITEM /


A

(

7/29/2019 Annexure 9.2(1)


RATE

(Rs per unit)Unit



S.

No.

SOR ITEM /


A

(


cantilevers.

Long Beams 234.00 203.00 Sqm

Short Beams 117.00 203.00 Sqm


Columns 72.00 282.00 Sqm

7 6.2/58

UADD

Brick work with well burnt chimney bricks in bulls patent trench

kiln, manufactured by ghol process, crushing strength not less

than 40 Kg/Sqcm and water absorption not more than 15% in

foundation and plinth.

6.1.2 Cement mortar 1:6 17.388 4232 Cum

8 6.3/58

UADD






(i) Door 3.75

(ii) Windows 6.48


Net Brick work 29.66 4220 Cum9 10.6/113

UADD



entire length and jointed together at the end by end locks

mounted on specially designed pipe shaft with brackets, side

guides and arrangements for inside and out side locking with

push and pull operation complete including the cost of

providing and fixing necessary 27.50 cm long wire springs

grade No 2 and MS top cover of required thickness for rolling

shutters.

10.6.1 80x1.25 mm MS laths with 1.25 mm thick top cover 25.00 1919 Sqm

10.7 Providing and fixing ball bearing for rolling shutters 4.00 595 Each

10 10.11/114

UADD









screws or rawl plugs and screws or with fixing cl ips or with





(i) Windows- 10 Nos, 1.20*1.50 m 160.00

(ii) Ventilators-10 Nos, 1.20*0.60 m 100.00

Total 160.00 198 Kg

7/29/2019 Annexure 9.2(1)


RATE

(Rs per unit)Unit



S.

No.

SOR ITEM /


A

(

11 10.14/115

UADD




hinges jamb, lock jamb bead and if required angle threshold of

mild steel angle of section 50x25 mm, or base ties of 1.25 mm

pressed mild ssteel welded or rigidly fixed together by



guards, lock strike-plate and shock absorbers as specified and



10.14.3 Single rebate 150x50 mm 144.00 370 M

12 11.26.1/133

UADD






120.00 899 Sqm

13 13.1.2/156

UADD


(i) inside 156.00

(ii) out side 163.20


Net plaster 300.35 102 Sqm

14 13.45.1/161

UADD




applied @ 2.20 Kg/10 sqm

144.35 125 Sqm

15 13.48/161

UADD



Two or more coats applied @ 1.25 li tre/10 sqm over and


sqm

137.15 75 Sqm

16 13.48.3/162UADD

Painting steel work with Deluxe multi surface paint to give aneven shade. Two or more coat applied @ 0.90 litre /10 sqm





75.40 65 Sqm

17 1.3/17

UADD


sockets, lamp holders / ceiling roses etc with 1.50 sqmm PVC

insulated cable FR with copper multi strand conductor ISImarked in concealed rigid PVC conduit (HMS) ISI marked of

sui table size and 1.5 Sqmm PVC insulator copper earth


paintin etc as required as per specification for

ELECTRICAL WORKS

7/29/2019 Annexure 9.2(1)


RATE

(Rs per unit)Unit



S.

No.

SOR ITEM /


A

(


(a) Short point 2.00 407 Each

(b) Medium point 6.00 756 Each

(c) Long point 6.00 1154 Each


(a) Short point 1.00 418 Each

(b) Medium point 1.00 766 Each

(c) Long point 1.00 1165 Each

18 7.1/36

UADD


pole with neutral l ink, 415 vols having conduit / cable gland

entry with two earthing terminals conforming to IS 13947 Part I

& III - 16 Amp

1.00 1171 Each

19 9.23/51

UADD



make as required as per specification.- 45 Watt

10.00 858 Each

20 9.32/53

UADD

Supplying, erection and test ing of approved make electr ic

ceiling fan of double ball bearing complete with standard down

rod, canopy, hanging shackle, aluminium blads, without




1 Ceiling fan (energy saver 50 W ) 1200 mm sweep 4 1888 Each

21 9.31/52

UADD




4.00 600 Each

22 11.4/64

UADD



cement mortar, cover plate having locking arrangement on the

top and GI watering pipe 20 mm dia 2.70 m long etc (but


1.00 7618 Each

11.5

Add extra for using salt and charcoal / coke for GI plate or


and refilling.

1.00 520 Each

Total Cost

7/29/2019 Annexure 9.2(1)


Anne

1 5.32/51

UADD


mixed and machine vibrated design mix cement concrete

of specified grade for reinforced cement concrete work


excluding the cost of centering, shuttering, f inishing and

reinforcement inc luding admixtures in recommended

proport ions as per IS 9103 to accelerate, retard setting of


durabi li ty as per direction of engineer-in-charge. M-30

grade reinforeced cement concrete by using 420 kg of

cement per cum of concrete. All work upto floor 2 level.

Lintel beams 1.63

Roof Beams 1.63

Roof 9.90

13.16 5310.00 Cum 0.70

2 5.20/49

UADD

Reinforcement for RCC work including straightening,

cutting, bending, placing in position and binding including

cost of binding wire upto floor two level including all

wastage etc complete.


3 20.1/209

UADD

Centering and shuttering including strutting, propping etc

and removal of form for

20.1.3Suspended floors, roofs, landings, balconies and access

platform

Roof 82.50 227.00 Sqm 0.19


cantilevers.

Lintels 17.80 203.00 Sqm 0.04

Roof beam 17.80 203.00 Sqm 0.04

4 6.3/58

UADD






(i) Door 1.60

(ii) Windows 2.13


RATE

(Rs per unit)Unit

Annexure 9.2h : Detailed BOQ and Sub Cost Estimate - Construction of Office Room


S.

No.

SOR

ITEM /

PAGE

ITEM OF WORK QuantityAMOUNT

(Lakhs)

7/29/2019 Annexure 9.2(1)


Anne

RATE

(Rs per unit)Unit



S.

No.

SOR

ITEM /

PAGE


(Lakhs)

5 10.11/114

UADD




complete of standard rolled steel sections, joints mitred

and flash butt welded and sash bars tenoned and rivetted

with 15x3 mm lugs, 10 cm long embedded in cement

concrete M-10 (nominal mix with 20 mm maximum size of

stone aggregate) blocks 15x10x10 cm or with wooden

plugs and screws or rawl plugs and screws or withfixing

clips or with bolts and nuts as required, including providing

and fixing of hinges, pivots and priming coat of approved

steel primer applying a coat of approved steel primer after

pre-treatment of the surface as directed by Engineer-in-

charge.

(i) Doors- 3 Nos, 2.2*1.1 m 96.00

(ii) Windows -8 Nos, 1.1*1.1 m 128.00

Total 224.00 198.00 Kg 0.44

6 10.14/115

UADD

Providing and fixing pressed steel frames for doors,

windows and ventilators confirming to IS 4351

manufactured from commecial mild steel sheet of 1.25 mm

thickness including hinges jamb, lock jamb bead and if

required angle threshold of mild steel angle of section

50x25 mm, or base ties of 1.25 mm pressed mild ssteel

welded or rigidly fixed together by mechanical means,

adjustable lugs with split end tail to each jamb including

steel butt hinges 2.5 mm thick with mortar guards, lockstrike-plate and shock absorbers as specified and applying

a coat of approved steel primer after pre-treatment of the

surface as directed by Engineer-in-charge.


7 13.1.2/15

6

UADD


(i) inside 234.00



Net plaster 392.03 102.00 Sqm 0.40

8 13.45.1/1

61

UADD

Finishing walls with textured exterior paint of required

shade. New work (two or more coats applied @ 3.28

Litre/10 sqm) over and including base coat of water

proofing cement paint applied @ 2.20 Kg/10 sqm.

166.50 125.00 Sqm 0.21

9 13.48/161

UADD

Finishing walls with Delux multi surface paint for interiors

and exteriors using primer as per manufacturers

specification.: Two or more coats applied @ 1.25 litre/10

sqm over and including one coat of special primer applied

@ 0.75 litre/10 sqm.

234.00 75.00 Sqm 0.18

7/29/2019 Annexure 9.2(1)


Anne

RATE

(Rs per unit)Unit



S.

No.

SOR

ITEM /

PAGE


(Lakhs)

10 13.48.3/1

62

UADD

Painting steel work with Deluxe multi surface paint to give

an even shade. Two or more coat applied @ 0.90 litre /10

sqm over an under coat of primer applied @ 0.80 litre /10

sqm of approved brand or manufacturere.

(i) Doors and Windows 16.94 65.00 Sqm 0.01

11 11.39/135

UADD

Providing and laying polished vitrified floor tiles in different

sizes with water absorption less than 0.08% and

conforming to IS 15622 of approved make in al l colours

and shades, laid on 20 mm thick cement mortar 1:4

including grouting the joints with white cement and

matching pigments etc complete.

(i) Size of tiles 100x100 cm x10 mm 82.50 1834.00 Sqm 1.51

12 25.2/245

UADD

Providing and fixing white vitrous china pedestal type water

closet (European type WC pan) with seat and lid, 10 litre

low level white PVC flushing cistern with manually

controlled device, conforming to IS 7231 with all fittings and

fixtures complete including cutting and making good the

walls and floors wherever required.

(i) WC pan with ISI marked white solid plastic seat and lid 1.00 2525.00 Each 0.03

13 25.4/245

UADD

Providing and fixing white vitrous china flat back or wall

corner type lipped front urinal basin of 430x260x350 mm

and 340x410x265 mm size respectively with automaticflushing cistern with standard flush pipe and CP brass

spreaders with brass unions and GI clamps complete,

including painting of fi ttings and brackets, cutting and

making good the walls and floors wherever required.

(i) One urinal basin with 5 l itre white PVC automatic

flushing cistern1.00 2246.00 Each 0.02

14 25.7/246

UADD

Providing and fixing wash basin with CI brackets, 15 mm

CP brass pil lar taps, 32 mm CP brass waste of standard

pattern, including painting of fittings and brackets, cutting

and making good the walls wherever require.

White vitrous China Surgeon type wash basin of size

660x460 mm with a pair of 15 CP brass pillar taps with

elbow operated levers.

1.00 2650.00 Each 0.03

15 1.3/17

UADD


sockets, lamp holders / ceiling roses etc with 1.50 sqmm



marked of suitable size and 1.5 Sqmm PVC insulator

copper earth continuity conductor of green colour inside

conduit including paintin etc as required as per

specification for :


ELECTRICAL WORKS

7/29/2019 Annexure 9.2(1)


Anne

RATE

(Rs per unit)Unit



S.

No.

SOR

ITEM /

PAGE


(Lakhs)



(c) Long point 2.00 1154.00 Each 0.02



16 7.1/36

UADD

Supplying of ISI marked switch fuse unit (rewirable type)

t iple pole with neutral l ink, 415 vols having conduit / cablegland entry with two earthing terminals conforming to IS

13947 Part I & III - 16 Amp.

1.00 1171.00 Each 0.01

17 9.23/51

UADD




8.00 858.00 Each 0.07

18 9.32/53

UADD



down rod, canopy, hanging shackle, aluminium blads,

without regulator, AC 230-250 volts including connections

with all necessary meterials.


19 9.31/52

UADD



connection etc as required on existing board.- upto 120

watt.

2.00 600.00 Each 0.01

20 11.4/64

UADD




the top and GI watering pipe 20 mm dia 2.70 m long etc

(but without charcoal or coke and

1.00 7618.00 Each 0.08


copper plate earth electrode as required including

excavation and refilling.

1.00 520.00 Each 0.01

7.12Total Cost

7/29/2019 Annexure 9.2(1)


A

1 5.32/51

UADD






reinforcement including admixtures in recommended

proport ions as per IS 9103 to accelerate, retard setting of





Lintel beams 1.32

Roof Beams 1.32

Roof 6.72

Total 9.36 5310.00 Cum 0.50

2 5.20/49

UADD




complete.


3 20.1/209

UADD


removal of form for


platform

Roof 56.00 227.00 Sqm 0.13

20.1.5Lintels, beams, plinth beams, girders, bressumers and

cantilevers.

Lintels 14.80 203.00 Sqm 0.03

Roof beam 14.80 203.00 Sqm 0.03

4 6.3/58

UADD






(i) Door 0.53

(ii) Windows 2.66


RATE

(Rs per unit) Unit

Annexure 9.2i : Detailed BOQ and Sub Cost Estimate - Construction of Lab Room


S.

No.

SOR

ITEM /PAGE


(Lakhs)

7/29/2019 Annexure 9.2(1)


A

RATE

(Rs per unit) Unit



S.

No.

SOR

ITEM /PAGE


(Lakhs)

5 10.11/114

UADD














(i) Doors- 1 Nos, 2.2*1.1 m 32.00

(ii) Windows -5 Nos, 2.2*1.1 m 160.00

Total 192.00 198.00 Kg 0.38

6 10.14/115

UADD

Providing and fixing pressed steel frames for doors, windows





mm pressed mild ssteel welded or rigidly f ixed together by





treatment of the surface as directed by Engineer-in-charge.


7 13.1.2/156

UADD


(i) inside 198.00



Net plaster 325.74 102.00 Sqm 0.33

8 13.45.1/16

1

UADD





135.00 125.00 Sqm 0.17

9 13.48/161

UADD





sqm.

198.00 75.00 Sqm 0.15

10 13.48.3/16

2

UADD





(i) Doors and Windows 14.52 65.00 Sqm 0.01

7/29/2019 Annexure 9.2(1)


A

RATE

(Rs per unit) Unit



S.

No.

SOR

ITEM /PAGE


(Lakhs)

11 11.39/135

UADD

Providing and laying polished vitrified floor tiles in different

sizes with water absorption less than 0.08% and conforming

to IS 15622 of approved make in all colours and shades, laid

on 20 mm thick cement mortar 1:4 including grouting the

joints with white cement and matching pigments etc

complete.

(i) Size of tiles 100x100 cm x10 mm 56.00 1834.00 Sqm 1.03

12 25.7/246

UADD

Providing and fixing wash basin with CI brackets, 15 mm CP

brass pillar taps, 32 mm CP brass waste of standard pattern,

including painting of fittings and brackets, cutting and making

good the walls wherever require.


660x460 mm with a pair of 15 CP brass pillar taps with elbow

operated levers.

1.00 2650.00 Each 0.03

13 1.3/17

UADD


sockets, lamp holders / ceiling roses etc with 1.50 sqmm









(c) Long point 2.00 1154.00 Each 0.02



14 7.1/36

UADD



entry with two earthing terminals conforming to IS 13947 PartI & III - 16 Amp.

1.00 1171.00 Each 0.01

15 9.23/51

UADD




8.00 858.00 Each 0.07

16 9.32/53

UADD



down rod, canopy, hanging shackle, aluminium blads, without


necessary meterials.


17 9.31/52

UADD


electronic Fan regulator single/double module includingconnection etc as required on existing board.- upto 120 watt.

2.00 600.00 Each 0.01

5.34Total Cost

ELECTRICAL WORKS

7/29/2019 Annexure 9.2(1)


A

1 2.6/15

UADD






of soils.

Colums 145.20 127.00 Cum 0.18

2 2.6/15

UADD






Ordinary rock.

Colums 52.80 196.00 Cum 0.10

3 4.1/34

UADD




Colum Base 19.8 4154.00 Cum 0.82

4 5.32/51

UADD







proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without imparing strength and





Column 31.68

Plinth Beam 57.36

Lintel beams 57.36

Intermediate beams 57.36

Roof Beams 57.36

Roof 28.35

Total 328.48 5310 Cum 17.44

5 5.20/49

UADD




complete.


620.1/209

UADD

Centering and shuttering including strutting, propping etc

and removal of form for


concrete,

I Column Foundation 67.32 138.00 Sqm 0.09

RATE

(Rs per unit)Unit

Annexure 9.2j : Detailed BOQ and Sub Cost Estimate - Construction of Operation Gallery


S.

No.

SOR

ITEM /

PAGE


(Lakhs)

7/29/2019 Annexure 9.2(1)


A

RATE

(Rs per unit)Unit



S.

No.

SOR

ITEM /

PAGE


(Lakhs)


platform

Roof 189.00 227.00 Sqm 0.43


cantilevers.

Long Beams 259.20 203.00 Sqm 0.53

Short Beams 369.60 203.00 Sqm 0.75


Columns 316.80 282.00 Sqm 0.89

7 6.2/58

UADD


trench kiln, manufactured by ghol process, crushing strength

not less than 40 Kg/Sqcm and water absorption not more



8 6.3/58

UADD





9 10.6/113

UADD

Supplying and fixing rolling shutters of approved make,

made of required size MS laths interlocked together through

their entire length and jointed together at the end by end

locks mounted on specially designed pipe shaft with

brackets, side guides and arrangements for inside and out

side locking with push and pull operation complete including

the cost of providing and fixing necessary 27.50 cm long

wire springs grade No 2 and MS top cover of required

thickness for rolling shutters.



10 17.3/191

UADD

Providing and fixing glazing in aluminium door, windows,

ventilaters shutters and partition etc with PVC /neoprene

gasket etc complete as per the architectural drawings and

the direction of Engineer-in-charge.

17.3.3 With float glass pane of 8 mm thick 324.00 1204 Sqm 3.90

11 11.26.1/13

3

UADD




including rubbing and polishing complete with base of

cement mortar (1 cement : 4 course sand) 1:4 (minimum

size of kota stone 0.25 sqm).

189.00 899 Sqm 1.70

12 13.1.2/156

UADD


(i) inside 366.00

7/29/2019 Annexure 9.2(1)


A

RATE

(Rs per unit)Unit



S.

No.

SOR

ITEM /

PAGE


(Lakhs)



Net plaster 699.34 102 Sqm 0.71

13 13.48.3/16

2

UADD





(i) Rolling shutter 12.50 65 Sqm 0.01

14 1.3/17

UADD


sockets, lamp holders / cei ling roses etc with 1.50 sqmm














15 7.1/36

UADD



entry with two earthing terminals conforming to IS 13947

Part I & III - 16 Amp.

3.00 1171 Each 0.04

16 9.23/51

UADD




27.00 858 Each 0.23

58.26Total Cost

ELECTRICAL WORKS

7/29/2019 Annexure 9.2(1)


A

1 3.12/35

UADDProviding and laying in posit ion cast iron double f langed 90

o

bends (conform to IS 1538).

(i) 400 mm dia Heavy class 4.00 Each 13576.00 0.54

2 3.12/35

UADDProviding and laying in posit ion cast iron double f langed 45

o



3 4.17//57

UADDProviding and laying Ductile iron Double socket 22½

oBends

conforming to IS 9523/2000 having dismensions as per table

17 of IS IS 9523/2000 in the nominal diametres with externalbitumen coating and internal cement mortar linning (laying

conforming to IS 12288/1987).


4 4.11/54

UADD

Providing and laying Ductile iron Mechanical joint collar with

following glands conforming to IS 9523/2000 having

dimensions as per table 24 of ISW 9523/2000 in the nominal

diametres / sizes with external bitumen coating and internal

cement mortar lining (laying conforming to IS 12288*1987).


5 16.3/161

UADD

Labour for cutting following ductile iron pipes of any type and

class.


6 16.3/161

UADD

Chamering cast i ron pipes of all types and classes to make

suitable for tyton joints.


7 16.1/79

UADD

Providing and fixing of cast iron double flanged sluice valve as

per IS 14846-2000 fit ted with cast iron cap including joint ing

and testing with cost of jointing materials such as bolts, nuts,

rubber insertions etc all complete (for Scour valves).


8 4.23/60

UADD

Providing and laying Ductile iron double scoket f langed Tee

conforming to IS 9523/2000 having dimensions as per table 21of IS 9523/2000 in the nominal dimetres / sizes with external

bituminous coating and internal cement mortar lin ing with

finishing as per clause 3 of IS 9523/2000 (laying conforming to

IS 12288/1987).

(i) 400 x 300 mm dia, heavy 17.00 Each 11222.00 1.91

9 6.14/82

UADD

Providing and fixing cast iron double air vlaves flanged with in-

built isolating valve as per IS 14845/2000 including jointing and

testing with cost of joint ing material and rubber insertion all

complete as per IS 13095/1991.

(i) 80 mm dia PN 1.6 23.00 Each 2450.00 0.56

AMOUN

(Lakhs

RATE

(Rs per unit)

VALVES AND SPECIALS

CROSS DRAINAGE WORKS

Annexure 9.2k : Detailed BOQ and Sub Cost Estimate - Valves & Specials, CD Works and Thurst Block

Clear Water Rising Main from WTP to Salkanpur WTP

S. No.

SOR ITEM

/ PAGE ITEM OF WORK Quantity Unit

7/29/2019 Annexure 9.2(1)


A

AMOUN

(Lakhs

RATE

(Rs per unit)

Annexure 9.2k : Detailed BOQ and Sub Cost Estimate - Valves & Specials, CD Works and Thurst Block


S. No.

SOR ITEM


10 2.6/15

UADD






of soil.

(i) For 7 m height pillars- 14*3 = 42 135.24 Cum 127.00 0.17

(ii) For 5 m height pillars-11*12 =132 326.04 Cum 127.00 0.41

(iii) For 3 m height pillars-9*20=180 444.60 Cum 127.00 0.56

(iv) For 1 m height pillars-5*10=50 123.50 Cum 127.00 0.16

11 2.6/15

UADD






rock.





12 4.1/34

UADD



upto plinth level.Cement concrete grade M-15 Base Slab.





13 5.32/51

UADD

Providing and laying in posit ion machine batched, machine





admixtures in recommended proportions as per IS 9103 to

accelerate, retard setting of concrete, improve workability

without imparing strength and durability as per direction of



floor 2 level.-

Foundation

(i) For 7 m height pillars- 14*3 = 42 18.48 Cum 5310 0.98

(ii) For 5 m height pillars-11*12 =132 42.24 Cum 5310 2.24

(iii) For 3 m height pillars-9*20=180 63.36 Cum 5310 3.36

7/29/2019 Annexure 9.2(1)


A

AMOUN

(Lakhs)

RATE

(Rs per unit)

Annexure 9.2k : Detailed BOQ and Sub Cost Estimate - Valves & Specials, CD Works and Thurst Blocks


S. No.

SOR ITEM


(iv) For 1 m height pillars-5*10=50 13.20 Cum 5310 0.70

Superstructure





Slab 228.15 Cum 5310 12.11

14 5.20/49

UADD




complete.

5.20.3 Cold twisted bars 151644.00 Kg 59.00 89.47

15 20.1/209

UADD


removal of form for


concrete,

I (i) For 7 m height pillars- 14*3 = 42 369.60 Sqm 138.00 0.51

(ii) For 5 m height pillars-11*12 =132 844.80 Sqm 138.00 1.17

(iii) For 3 m height pillars-9*20=180 1267.20 Sqm 138.00 1.75

(iv) For 1 m height pillars-5*10=50 352.00 Sqm 138.00 0.49


platform

Slab 1755.00 Sqm 227.00 3.98


(i) For 7 m height pillars- 14*3 = 42 1058.40 Sqm 282.00 2.98




16 15.1/151

UADD

Earth work in excavation for pipe trenches in all kinds of soil

and WBm in areas including dressing, watering and ramming

and disposal of excavated earth, lead up to 50 m and lift upto

1.5 m, disposal earth to be levelled, neatly dressed.

(i) For 90

o

Bends- 4 Nos 20.52 Cum 129.10 0.03

(ii) For 45o

Bend - 20 Nos 79.20 Cum 129.10 0.10

THRUST BLOCKS

7/29/2019 Annexure 9.2(1)


An

AMOUNT

(Lakhs)

RATE

(Rs per unit)



S. No.

SOR ITEM


(iii) For 22½o

Bend - 17 Nos 31.79 Cum 129.10 0.04

17 15.3/151

UADD

Earth work in excavation for pipe trenches in all kinds of rocks

in areas including dressing, stacking of useful materials and

disposal of unserviceable one upto 50 m lead and lift upto 1.5

m.

(a) Soft rock with or without blasting or bituminous pavement

(i) For 90o

Bends- 4 Nos 10.26 Cum 206.00 0.02

(ii) For 45o

Bend - 20 Nos 39.60 Cum 206.00 0.08

(iii) For 22½o

Bend - 17 Nos 15.90 Cum 206.00 0.03

18 15.19/153

UADD

Providing and laying in posit ion machine batched, machine



concrete laying, cost of centering, shuttering, finishing and



workability without imparing strrength and durability as per

direction of Engineer-in-chief., M20 grade design mix reinfored

cement concrete by using 405 Kg of cement per cum of

concrete. All work up to plinth level excluding the cost of

reinforcement.

(i) RCC Grade M 20 197.27 Cum 5387 10.63

19 15.22/155

UADD

Providing and placing in position cold twisted or un coated

HYSD steel bar and hot rolled deformed steel reinforcement

for RCC work including cutting, bending, binding etc complete

including cost of binding wire and wastage.

Sub-Structure 19726.50 Cum 55 10.85

228.29Total Cost

7/29/2019 Annexure 9.2(1)


Anne

1 3.12/35

UADDProviding and laying in position cast iron double flanged 90

o



(ii) 300 mm dia heavy class -

2 3.12/35


o



(ii) 300 mm dia heavy class 13.00 Each 7180.00 0.93

3 4.17//57


oBends


17 of IS IS 9523/2000 in the nominal diametres with external

bitumen coating and internal cement mortar l inning (laying




4 4.11/54

UADD








5 16.3/161

UADD


class



6 16.6/162

UADD

Chamering cast iron pipes of all types and classes to make

suitable for tyton joints



7 16.1/79

UADD

Providing and fixing of cast iron double f langed sluice valve

as per IS 14846-2000 fitted with cast iron cap including

jointing and testing with cost of jointing materials such as

bolts , nuts, rubber insertions etc al l complete (for Scour

valves).



AMOUNT

(Lakhs)

RATE

(Rs per unit)

VALVES AND SPECIALS


Clear Water Rising Main from WTP to Kankaria and Bhesan WTP

S. No.SOR ITEM


7/29/2019 Annexure 9.2(1)


Anne

AMOUNT(Lakhs)RATE(Rs per unit)



S. No. SOR ITEM / PAGE ITEM OF WORK Quantity Unit

8 4.23/60

UADD

Providing and laying Ductile iron double scoket flanged Tee

conforming to IS 9523/2000 having dimensions as per table

21 of IS 9523/2000 in the nominal dimetres / sizes with

external bituminous coating and internal cement mortar lining

with finishing as per clause 3 of IS 9523/2000 (laying


(i) 450 x 300 mm dia, heavy 32.00 Each 14000.00 4.48

(ii) 300 x 200 mm dia , heavy 7.00 Each 4909.00 0.34

9 6.14/82

UADD

Providing and fixing cast iron double air vlaves flanged with in

built isolating valve as per IS 14845/2000 including joint ing

and testing with cost of jointing material and rubber insertionall complete as per IS 13095/1991.

(i) 80 mm dia PN 1.6 54.00 Each 2450.00 1.32

10 2.6/15

UADD



depth, 1.5 m in widdth as wel l as 10 sqm on plan) including



of soil.





11 2.6/15

UADD






rock.





12 4.1/34

UADD




(I) For 7 m height pillars- 9*4 = 36 17.39 Cum 4154.00 0.72

(iI) For 5 m height pillars-11*9 =99 36.68 Cum 4154.00 1.52

(iiI) For 3 m height pillars-11*5=55 20.38 Cum 4154.00 0.85



7/29/2019 Annexure 9.2(1)


Anne

AMOUNT

(Lakhs)

RATE

(Rs per unit)



S. No.SOR ITEM


13 5.32/51

UADD





cost of centering,

shuttering, finishing and reinforcement including admixtures

in recommended proportions as per IS 9103 to accelerate,

retard setting of concrete, improve workability without

imparing strength and durability as per direction of engineer-

in-charge. M-30 grade reinforeced cement concrete by using

420 kg of cement per cum of concrete. All work upto floor 2

level.

Foundation





Superstructure





Slab 125.78 Cum 5310 6.68

14 5.20/49

UADD




complete.

5.20.3 Cold twisted bars 89699.25 Kg 59.00 52.92

15 20.1/209

UADD


removal of form for

20.1.1 Foundations, footings, bases of columns etc for massconcrete,

(i) For 7 m height pillars- 9*4 = 36 316.80 Sqm 138.00 0.44





platform

Slab 1755.00 Sqm 227.00 3.98


7/29/2019 Annexure 9.2(1)


Anne

AMOUNT(Lakhs)RATE(Rs per unit)



S. No. SOR ITEM / PAGE ITEM OF WORK Quantity Unit

(I) For 7 m height pillars- 9*4 = 36 924.00 Sqm 282.00 2.61

(iI) For 5 m height pillars-11*9 =99 1386.00 Sqm 282.00 3.91

(iiI) For 3 m height pillars-11*5=55 462.00 Sqm 282.00 1.30


16 15.1/151

UADD



and disposal of excavated earth, lead up to 50 m and lif t upto


(i) For 90o

Bends- 3 Nos 15.39 Cum 129.10 0.02

(ii) For 45o

Bend - 13 Nos 51.48 Cum 129.10 0.07

(iii) For 22½o

Bend - 57 Nos 106.59 Cum 129.10 0.14

17 15.3/151

UADD

Earth work in excavation for pipe trenches in all kinds of

rocks in areas including dressing, stacking of useful materials

and disposal of unserviceable one upto 50 m lead and lift

upto 1.5 m.

(a) Soft rock with or without blasting or bituminous pavement

(i) For 90o

Bends- 3 Nos 7.70 Cum 206.00 0.02

(ii) For 45o

Bend - 13 Nos 25.74 Cum 206.00 0.05

(iii) For 22½o

Bend - 57 Nos 53.30 Cum 206.00 0.11

18 15.19/153

UADD




concrete laying, cost of centering, shuttering, finishing and



workability without imparing strrength and durability as per

direction of Engineer-in-chief., M20 grade design mix

reinfored cement concrete by using 405 Kg of cement per

cum of concrete. All work up to plinth level excluding the cost

of reinforcement.

(i) RCC Grade M 20 260.19 Cum 5387 14.02

19 15.22/155

UADD

Providing and placing in posit ion cold twisted or un coated

HYSD steel bar and hot rolled deformed steel reinforcement

for RCC work including cutting, bending, binding etc complete

including cost of binding wire and wastage.

Sub-Structure 26019.00 Cum 55 14.31

179.23Total Cost

THRUST BLOCKS

7/29/2019 Annexure 9.2(1)


1 2.6/15

UADD






of soil.

Colums 58.19 127.00 Cum 0.07

2 2.6/15

UADD






rock.

Colums 21.16 196.00 Cum 0.04

3 4.1/34

UADD




Colum Base 7.935 4154.00 Cum 0.33

4 5.32/51

UADD





cost of centering, shuttering, finishing and reinforcement

including admixtures in recommended proportions as per IS9103 to accelerate, retard setting of concrete, improve

workability without imparing strength and durability as per

direction of engineer-in-charge. M-30 grade reinforeced

cement concrete by using 420 kg of cement per cum of

concrete. All work upto floor 2 level.


Column 12.50

Plinth Beam 12.96

Lintel beams 7.68

Roof Beams 12.96

Roof 14.40

Total 78.50 5310 Cum 4.17

5 5.20/49

UADD




complete.


6 20.1/209

UADD


removal of form for


concrete,

I Column Foundation 48.00 138.00 Sqm 0.07

RATE

(Rs per unit)

Unit

Annexure 9.2l : Detailed BOQ and Sub Cost Estimate - Construction of Laboratory Building

Miscellaneous Works

S.

No.

SOR ITEM /

PAGE

ITEM OF WORK QuantityAMOU

(Lakh

7/29/2019 Annexure 9.2(1)


RATE

(Rs per unit)Unit


Miscellaneous Works

S.

No.

SOR ITEM /


AMOU

(Lakh


platform

Roof 192.00 227.00 Sqm 0.44


cantilevers.

Long Beams 249.60 203.00 Sqm 0.51

Short Beams 57.60 203.00 Sqm 0.12


Columns 200.00 282.00 Sqm 0.56

7 6.2/58

UADD






8 6.3/58

UADD






(i) Door 7.50

(ii) Windows 8.64



9 10.6/113

UADD



entire length and jointed together at the end of locks mounted

on specially dseigned pipe shaft with brackets, side guides

and arrangements for inside and out side locking with push

and pull operation complete including the cost of providing

and fixing necessary 27.50 cm long wire springs grade No 2and MS top cover of required thickness for rolling shutters.



7/29/2019 Annexure 9.2(1)


RATE

(Rs per unit)

Unit


Miscellaneous Works

S.

No.

SOR ITEM /

PAGE


(Lakh

10 10.11/114

UADD














(i) Windows- 2*8 Nos, 1.20*1.50 m 256.00


TOTAL 416.00 198 Kg 0.8

11 10.14/115

UADD






mm pressed mild ssteel welded or rigidly fixed together by




and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge.


12 11.26.1/133

UADD





mortar (1 cement : 4 course sand) 1:4 (minimum size of kota

stone 0.25 sqm).

120.00 899 Sqm 1.0

1313.1.2/156

UADD12 mm cement plaster of mix 1:5 (1cement:5 fine sand)

(i) inside 600.00




14 13.45.1/161

UADD





753.67 125 Sqm 0.9

15 13.48/161UADD Finishing walls with Delux multi surface paint for interiors andexteriors using primer as per manufacturers specification.:



sqm.

583.67 75 Sqm 0.4

7/29/2019 Annexure 9.2(1)


RATE

(Rs per unit)

Unit


Miscellaneous Works

S.

No.

SOR ITEM /

PAGE


(Lakh

16 13.48.3/162

UADD




approved brand or manufacturer.



Total 90.32 65 Sqm 0.0

17 1.3/17

UADD


sockets, lamp holders / ceiling roses etc with 1.50 sqmmPVC insulated cable FR with copper multi strand conductor

ISI marked in concealed rigid PVC conduit (HMS) ISI marked

of suitable size and 1.5 Sqmm PVC insulator copper earth


paintin etc as required as per specification for :









18 7.1/36

UADD




I & III - 16 Amp.

1.00 1171 Each 0.0

19 9.23/51

UADD




12.00 858 Each 0.1

20 9.32/53UADD

Supplying, erection and testing of approved make electricceiling fan of double ball bearing complete with standard





12.00 858 Each 0.1

1 Ceiling fan (energy saver 50 W ) 1200 mm sweep 4 1888 Each 0.0

21 9.31/52

UADD




4.00 600 Each 0.0

22 11.4/64

UADD



cement mortar, cover plate having locking arrangement onthe top and GI watering pipe 20 mm dia 2.70 m long etc (but


1.00 7618 Each 0.0

ELECTRICAL WORKS

7/29/2019 Annexure 9.2(1)


A

RATE

(Rs per unit)Unit


Miscellaneous Works

S.

No.

SOR ITEM /


AMOUNT

(Lakhs)



and refilling.

1.00 520 Each 0.01

23.14Total Cost

7/29/2019 Annexure 9.2(1)


Annexu

1 2.8.1/16UADD Earth work in excavation by mechanical means /manualmeans in over areas foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan) including

dressing of sitdes and ramming of bottoms, l ift upto 1.5 m

including getting out the excavated soil and disposal of

surplus excavated soil as deirected, within a lead of 50 m. All

kinds of soil.

(a) Main building 14.54 Cum 129.00 0.02

(b) Septic tank 5.63 Cum 129.00 0.01

2 2.25/16

UADD

Filling available excavated earth (excluding rocks) in

trenches, plinth, sides of foundations etc in layers not

exceeding 20 cm in depth, consolidating each deposited layer

by ramming and watering, lead up to 50 m and lift up to 1.50

m.

20.16 Cum 59.00 0.01

3 2.25/16

UADD

Supply and filling in plinth under floors including watering,

ramming consolidating and dressing complete.

2.27.3 Moorum/hard copra 15.00 Cum 570.00 0.09

4 4.1/34

UADD


grade excluding the cost of centering and shuttering. Al l

works up to plinth level. With 40 mm nominal size graded

stone aggregate M7.5.

4.1.6 Cement concrete grade M-7.5 with 40 mm maximum size of

stone aggrregate.

5.00 Cum 3212.00 0.16

5 4.1.3 Cement concrete grade M-15 with 40 mm maximum size of

stone aggrregate.

9.10 Cum 4094.00 0.37

6 20.1/209

UADD

Centering and shuttering including strutting propping etc and

removal of form works for 4.3.1 foundations, footings, bases

for columns.

20.1.1 foundations, footings, bases for columns 53.26 Sqm 138.00 0.07

20.1.6 Columns, piers, abutments, pillars, post and struts 21.10 Sqm 282.00 0.06

20.1.3 Suspended floors, roof, landings, balconies 76.30 Sqm 227.00 0.17

7 5.1/46

UADD

Providing and laying in position specified grade of

reinforecement cement concrete (with 20 mm nominal size

graded stone aggregate) excluding the cost of centering,

shuttering, finishing and reinforcement. All works upto plinth

level. M-20 nominal mix.

4.20 Cum 4728.00 0.20

8 5.4/46

UADD

Reinforce cement concrete work in beam, floor, roof,

balconey, chhajjas, staircase etc complete excluding cost of centering and shuttering M-20 niminal mix.

9.71 Cum 5120.00 0.50

9 5.20.3/49UA

DD


bending,placing in position and binding including cost of

binding wire upto floor two level including al l watage etc

complete.

1781.00 Kg 59.00 1.05

10 6.2.2/58

UADD

Brick work with well burnt open bhatta bricks, crushing

strength not less than 25 kg/sqcm and water absorption not

more than 20% in foundation and plinth.

(a) Cement mortar 1:6 6.00 Cum 3813.00 0.23

11 6.4/58

UADD

Extra for brick work in superstructure above floor II level for

each additional floor or part thereof.

22.32 Cum 407.00 0.09

12 11.3/128

UADD

Cement concrete flooring in required M-15, finished with a

floating coat of neat cement including cement slurry, but

excluding the cost of nosing of steps etc complete.

11.3.1 40 mm thick with 20 mm maximum size of stone aggregate. 60.00 Sqm 236.00 0.14

UnitRATE

(Rs per unit)

AMOUNT

(Lakhs)

Annexure 9.2m : Detailed BOQ and Sub Cost Estimate - Construction of Staff Quarter

Miscellaneous Works

S.

No.

SOR ITEM /


7/29/2019 Annexure 9.2(1)


Annexu

UnitRATE

(Rs per unit)

AMOUNT

(Lakhs)


Miscellaneous Works

S.

No.

SOR ITEM /


13 11.3/128UADD Providind and fixing pressed steel frames for doors,windows,and ventilators conforming to IS 4351 manufactured from

commercial mild steel sheet of 1.25 mm thickness including

hinges jamb, lock jamb, bead nad if required angle threshold


mm pressed mild steel welded or rigidly fixed together by


jamb including steel butt minges 2.50 mm thick with mortar

guards, lock strike -plate and shock absorbers as specified


treatment of the surface as directed by Engineer-in charge .

Single rabate (size 100 mm x 50 mm).

16.27 Sqm 334.00 0.05

14 10.14.5/115

UADD

Providing, and fixing pressed steel doors, windows, and

ventilators conforming to IS 4351 manufactured from

commercial mild steel sheet of 3.15 mm thickness andapplying a coat of approved steel primer after pre treatment


16.27 Sqm 1473.00 0.24

15 10.1/113

UADD

Structural steel works in single section fixed with or without

connecting plate including cutting, hoisting, fixing in position

and applying a priming coat of approved steel primer all

complete.

300.00 Kg 59.00 0.18

16 13.1.3/156U

ADD

12 mm cement plaster of mix 1:6 (1 cement : 6 sand) 150.00 Sqm 95.00 0.14

17 13.2.3/156U

ADD


18 13.16.1/157

UADD


19 13.44/161UADD

Finishing wall with water proofing cement paint of requiredshade on new works (2 or more coats applied @ 3.84 kg /10

Sqm).

381.00 Sqm 37.00 0.14

20 13.41.1/161

UADD

Distempering with oil bound washable distemper of approved

brand and manufacture to give an even shade. New work (2

or more coats) over and including priming coat with cement

primer.

230.00 Sqm 52.00 0.12

21 11.35/134

UADD

Providing and laying ceramic glazed floor tiles 300x300 mm

(9-10 mm thickness) 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

(1cement:4 sand ) including pointing the joints with white

cement and matching pigment etc complete.

14.00 Sqm 804.00 0.11

22 25.1.1/245

UADD

Providing and fixing water closet squairing pan (indian type

WC pan) with 100 mm sand cast iron P or S trap, 10 litres

low level white PVC flushing cistern with manually controlled

device (handle lever) conforming to IS 7231, with all fittings

and fixturres complete including cutting and making good the

walls and floors wherever required.

White vitrous china Orissa pattern WC pan of size 580x480

mm with flush pipe and integrated type foot rest.

2.00 Nos 2698.00 0.05

23 25.7.3/246

UADD


brass pillar taps, 32 mm CP brass waste of standing pattern


good the walls wherever required. White vitrous China wash

basin size 550x400 mm with a pair of 15 mm CP brass pillar

taps.

2.00 Nos 1378.00 0.03

SANITARY FITTING

7/29/2019 Annexure 9.2(1)


Annex

UnitRATE

(Rs per unit)

AMOUNT

(Lakhs)


Miscellaneous Works

S.

No.

SOR ITEM /


24 11.1/130UADD Providing, laying and jointing salt glazed stone ware pipessocket and spogot ISI marked as per IS 651-2007 SPI class

with sti ff cement mortar 1:1 including testing of joints etc

complete.

(a) 100 mm dia 15.00 RM 164.00 0.02

(b) 150 mm dia 25.00 RM 277.00 0.07

25 11.1/130

UADD

Providing and laying cement concrete grade M-5 with 40 mm

nominal size stone aggregate around SW pipe including bed

concrete 15 cm thick including curing, testing etc complete

for 100 mm dia to 300 mm dia pipe.

100 mm dia 20.00 RM 440.00 0.09

26 24.1.2/236

UADD

Providing and fixing square mouth SW gully trap grade A

complete with CL gratting brick masonary chamber with water tight CI cover with frame of 300x300 mm size (inside) the

weight of cover to be not less than 2.70 kg and frame to be

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

as per standard design. With modular bricks class

designation 40x150x100 mm size P type

2.00 Nos 1393.00 0.03

27 23.28/229

UADD

Providing and placing on tarace ( at all floor levels) high

density HDPE water storage tank IS 12701 marked with

cover and suitable locking arrangement and making

necessary holes for inlet, out let and over flow pipes but

without fi ttings and the base support for tank 500 li tres (2

Nos).

1000.00 Litres 7.00 0.07

28 23.2.3/223

UADD

Providing and fixing polyethelene-aluminium-poliethylene (PE

AL-PE) composite pressure pipes conforming to IS 15450 UVstabilized with carbon black having thermal stability for hot

and cold water supply, capable to withstand temperature up

to 800C including all special f it tings of composite material

(engineering plastic blend and brass inserts wherever

required eg elbows, tees, reducers, couplers and connectors

etc with clamps at 1 m spacing. This includes resting of joints

complete as per direction of the Engineer-in-charge.Internal

work exposed on wall-concealed work including cutting

chases & making good the wall etc. 2025 (25 mm OD) pipe.

30.00 RM 306.00 0.09

29 23.12/226

UADD

Providing and fixing GI pipes medium class complete with GI

fittings as per IS 1239(part-2) including trenching and refilling

etc. External work.

15 mm dia 15.00 RM 124.00 0.02

25 mm dia 45.00 RM 204.00 0.09

30 23.13/226

UADD

Making connection of GI distribution branch with GI main of

following sizes by providing and fixing tee including cutting

and threading the pipe etc complete.

25 mm to 40 mm nominal bore 2.00 Nos 219.00 0.00

31 23.15/226

UADD

Providing and fixing brass bib cock of approved quality.

15 mm nominal bore 0.40 kg 4.00 Nos 224.00 0.01

32 23.16/226

UADD

Providing and fixing brass stop cock of approved quality.

15 mm nominal bore 0.40 kg 4.00 Nos 224.00 0.01

33 23.18/227

UADD

Providing and fixing ball valve of approved quality.high or low

pressurre with plastic floats complete.

25 mm nominal bore 2.00 Nos 423.00 0.01

7/29/2019 Annexure 9.2(1)


Annex

UnitRATE

(Rs per unit)

AMOUNT

(Lakhs)


Miscellaneous Works

S.

No.

SOR ITEM /


34 1.1.1/16

UADD


sockets, lamp holders/ceiling roses etc with 1.5 sqmm PVC

insulated cable FR with copper multi strand conductor ISI

marked in surface rigid PVC conduit ISI marked of suitable

conductor of green colour inside conduit including painting

etc as required as per specification for

Light point / Fan point

(a) Short point 9.00 Nos 320.00 0.03

(b) Medium point 9.00 Nos 583.00 0.05

(c) Long point 9.00 Nos 894.00 0.08

(d) Ceiling fan point - Medium point 6.00 Nos 583.00 0.03

35 1.1.5/16

UADD


sockets for 3 pin 6 Amp socket outlet point with 1.5 sqmm


ISI marked in surface rigid PVC conduit ISI marked of

suitable size and 1.5 sqmm PVC insulated copper earth

continuity conductor of green colour inside conduit with

required materials as per specification on same board.

8.00 Nos 145.00 0.01

36 1.1.6/16

UADD

Wiring for circuit wiring PVC insulated cable FR with copper

multi strand conductor ISI marked in surface rigid PVC

conduit of ISI mark suitable size including painting etc as

required as per specification.

(a) 2x2.5 sqmm 9.80 M 100.00 0.01

(b) 4x2.5 sqmm 9.80 M 129.00 0.01

37 1.5.1/19UADD

Point wiring including metallic switch box, sheet, for 3 pin 16 Amp socket outlet point with 4sqmm PVC insulated cable FR

with copper multi strand condutor ISI marked in surface rigid

PVC conduit ISI marked of suitable size including painting etc

with 16 Amp FT switch & socket / SS combined 16 Amp of

ISI marked and 4 Sqmm PVC insulated copper earth

continuity conductor of green colour inside conduit as per

specification for-

(a) On separate board - Medium point 3.00 Nos 951.00 0.03

38 8.16/44

UADD

Fixing of MCB/MCCB isolator TP/TPN in sheet steel

enclosurre as required as per accepted practice including

mounting in bus - bar and cable connection etc complete.

8.00 Nos 20.00 0.00

39 10.6/60

UADD

Supply and fixing fan clamp of 16 mm dia steel bar as per

specification complete.

6.00 Nos 78.00 0.00

40 11.3/64

UADD

Earthing with GI earth plate 600 mm x 600 mm x 6 mm thick

including accessories and providing masonary enclosure in

cement mortar cover plate having locking arrangement on the

top and GI watering pipe 20 mm dia 2.7 m long etc. (but

without charcoal or cock and salt) complete as required.

2.00 Nos 2540.00 0.05

41 11.5/64

UADD

Add extra for using salt and charcoal/cock for GI plate or

copper plate earth electrodes as required including

excavation and refilling.

2.00 Nos 520.00 0.01

42 11.36/66

UADD

Supply and laying GI earth lead duly installed on wall or in GI

pipe including connections etc complete as required (1) 25

sqmm.

4.00 M 15.00 0.00

ELECTRIFICATION

FENCING OF SURROUNDING AREA

7/29/2019 Annexure 9.2(1)


Annex

UnitRATE

(Rs per unit)

AMOUNT

(Lakhs)


Miscellaneous Works

S.

No.

SOR ITEM /


43 2.6.1/15UADD Earth work in excavation by mechanical means /manualmeans in over areas exceeding 30 cm in depth 1.50 m in

width as well as 10 sqm on plan) including of disposal of

excavated earth, lead up to 50 m and lift upto 1.5 m,

disposed earth to be levelled and neatly dressed.

All kinds of soil : 176 Nosx0.3x0.3x0.5 7.92 Cum 127.00 0.01

44 4.1.4/34

UADD


grade excluding the cost of centering and shuttering. Al l

works upto plinth level with 40 mm nominal size graded stone

aggregate.

M-10 : 176 Nosx0.3x0.3x0.5 7.92 Cum 3528.00 0.28

45 10.35/119

UADD

Providing and fixing GI chain link fabric fencing or required

width in mesh size 50x50 mm including strengthening with 4mm dia wiore or nuts, bolts and washers as required

complete as per the direction of Engineer-in-charge.

630.00 Sqm 453.00 2.85

Supplying of RCC fencing poles 2.00 m height 176.00 Nos 270.00 0.48

Fixing of RCC fencing posts 176.00 Nos 21.50 0.04

46 2.6.1/15

UADD

Earth work in excavation by mechanical means /manual

means in over areas exceeding 30 cm in depth 1.50 m in

width as well as 10 sqm on plan) including of disposal of

excavated earth, lead up to 50 m and lift upto 1.5 m,

disposed earth to be levelled and neatly dressed.(60x4*30

m).

72.00 Cum 127.00 0.09

47 2.27.1/19

UADD

Supply and filling in plinth with crusher stone dust only under

floors including watering, ramming, consolidating and

dressing commplete (60x4x0.15).

36.00 Cum 628.00 0.23

48 4.1.5/34

UADD

Providing anf laying in position cement concrete of specified

grade excluding the cost of centering and shttering. All works

upto plinth level.

Cement concrete grade M-10, 40 mm maximum size of stone

aggregate36.00 Cum 3528.00 1.27

Cement concrete grade M-20, 20 mm maximum size of stone

aggregate24.00 Cum 4594.00 1.10

11.63

46.54

11.63

11.63

11.63

81.44

No. of Staff Quarter at Salkanpur BPT - 1

No. of Staff Quarter at Kankaria BPT - 1

No. of Staff Quarter at Bhesan BPT - 1

Total Cost of Staff Quarters

APPROACH PASSAGE

No. of Staff Quarters for Intake Well and WTP - 4

Total Cost of Staff Quarter (One Unit)

7/29/2019 Annexure 9.2(1)


1 Ch2-2.2/ P-14 Clearing and Grubbing Road Land . (Clearing and grubbing road

land including uprooting rank vegetation, grass, bushes, shrubs,

saplings and trees girth up to 300 mm, removal of stumps of

trees cut earlier and disposal of unserviceable materials and

stacking of serviceable material to be used or auctioned up to a

lead of 1000 metres including removal and disposal of top

organic soil not exceeding 150 mm in thickness).

0.91 Hact 35090.00

2 Ch3-3.4/ P-16 Excavation in Soil using Hydraulic Excavator and Tippers with

disposal upto 1000 metres. (Excavation for roadwork in soil with

hydraulic excavator of0.9 cum bucket capacity including cutting

and loading in tippers, trimming bottom and side slopes, in

accordance with requirements of lines, grades and crosssections, and transporting to the embankment location within all

lifts and lead upto 1000m).

2715.00 Cum 50.00

3 Ch3-3.12/ P-

16

Embankment Construction with Material Obtained from Borrow

Pits (Construction of embankment with approved material

CBR>5 obtained from borrow pits with all lifts and leads,

transporting to site, spreading, grading to required slope and

compacting to meet requirement of table 300-2) (with 7% extra

for super elevation and bell mouth curve).

4975.38 Cum 154.00

4 Ch4-4.2/ P-18 Granular Sub-Base with Coarse Graded Material ( Table:- 400-

2) (Construction of granular sub-base by providing coarse

graded material, spreading in uniform layers with motor grader

on prepared surface, mixing by mix in place method with

rotavator at OMC, and compacting with vibratory roller to

achieve the desired density, complete as per clause 401).

iii) Grading III Material (sand or dust stone will be used)

=1000*3.5*0.2

700.00 Cum 615.00

5 Ch5-5.1/ P-19 Prime coat (Providing and applying primer coat with bitumen

emulsion on prepared surface of granular Base including

clearing of road surface and spraying primer at the rate of 0.75

kg/sqm using mechanical means).

3500.00 Sqm 35.00

6 Ch5-5.2/ P-19 Providing and applying tack coat with bitumen emulsion using

emulsion pressure distributor on the preparedbituminous/granular surface cleaned with mechanical broom and

as per relevant clauses of section-503.

ii) @ 0.30 kg per sqm (dry & hungry bituminous

surfaces/granular surfaces treated with

primer).

3500.00 Sqm 15.00

7 Ch5-5.3/d/(ii)/

P-21

Providing and laying bitumenous meccadam with hot mix plant

paver finished as per clause 501.6, 501.7 for grading II

bitumenous contents 3.4% (5.3(i) = 1000*3.5*0.05

175.00 Cum 5291.00

8 Ch5-5.7/ P-22 Providing and laying semi dense bituminous concrete as per

clause 500, grading II (5.7(iv) =1000*0.025

25.00 Cum 8319.00

9 Ch4-4.15/ P-

19

Construction of Shoulders with approved material/selected soil

i/c excavation all lifts & leads i/c grading to required slope &

camber of 4% and compacting using vibratory roller of 80 to 100

kN static weight to meet requirement as per relevant clause of

400.

Hard Shoulders (CBR value >12)

Annexure 9.2n : Detailed BOQ and Sub Cost Estimate - Construction of Approach Roads

Miscellaneous Works

S. No.SOR ITEM /

PAGE

ITEM OF WORK Quantity UnitRATE

(Rs per unit)

7/29/2019 Annexure 9.2(1)


Annexure 9.2n : Detailed BOQ and Sub Cost Estimate - Construction of Approach Roads

Miscellaneous Works

S. No.SOR ITEM /


RATE

(Rs per unit)

(a) For Shoulder =2*1000*2.1*0.1 420.00 Cum 223.00

(c) Add 7% extra for super elevaton and bell mouth curve.

10 Ch3-3.15/ P-

17

Surface Drains in Soil (Construction of unlined surface drains of

average cross sectional area 0.40 sqm in soil to specified lines,

grades, levels and dimensions to the requirement of clause 301

and 309. Excavated material to be used in embankment within a

lead of 50 metres (average lead 25 metres).

2000.00 RM 46.00

11 Provision of hume pipe culvert including supply and fixing wth

retaining walls etc complete.

6.00 Nos 2.00 lacs

12 Ch12-12.1/ P-

35

Earth work in excavation of foundation of structures as per

drawing and technical specif ication, including setting out,

construction of shoring and bracing, removal of stumps and

other deleterious matter, dressing of sides and bottom and

backfilling with approved material etc. and as per relevant

clauses of section 300 & 2100 in . Above water level for depth

upto 3 m below G.L.

Depth Upto 3M below ground level

By Manual Means 241.95 Cum 92.00

13 Ch9-9.1 / P-34 PCC M-15 in Foundation (Plain cement concrete M-15 mix with

crushed stone aggregate 40 mm nominal size mechanically

mixed, placed in foundation and compacted by vibrationincluding

curing for 14 days.) as per MORT&H Specification 408.

Under head wall (Base Concrete) 16.51 Cum 3700.00

14 Ch12-12.9 / P-

34

Providing and laying Plain/Reinforced cement concrete in open

foundation including form work shuttering etc. complete as per

drawing and technical specifications and as per relevant clauses

of sections 1500, 1700 & 2100 with .

a) PCC M15

b) For Headwall 179.90 Cum 4502.00

15 Ch9-9.2 / P-34 Laying Reinforced Cement Concrete Pipe NP4/prestrssed

concrete pipe on first class bedding in single row . (Providing

and Laying Reinforced cement concrete pipe NP4/prestrssed

concrete pipe for culverts on first class bedding of granular

material (cost of bedding included) in single row including fixing

collar with cement mortar 1:2 but excluding excavation,

protection works, backfilling, concrete and masonry works in

head walls and parapets).

a) 1000 mm dia 45.00 RM 6316.00

Total Cost

For 1070 metre length of road = 49.59*1.07

7/29/2019 Annexure 9.2(1)


A

1 9.62

UADD

Supply, f ixing and testing of Flourescent tube rod TS ISI

marked of approved make as per specifications.

140.00 165.00 Each 0.23

2 14.1.6 (i)

UADD

Armoured 3½ Core 1.25 Sqmm (XLPE). 1200.00 289.00 Each 3.47

3 14.1.1

UADD

Unarmoured 2 core 2.50 Sqmm (Heavy duty). 222 47 M 0.10

4 14.12

UADD

Laying of under ground cable armoured / approved type

iron clamps complete 3½ Core 2.5 Sqmm.

1200 28.00 M 0.34

5 13.3(12)

UADD

Supply of steel tubular pole swaged type as per IS 2713

1980 complete with base plate and top canopy 410 SP.

20 8527.00 Each 1.7

6 17.1(6)UADD

Supplying and installing GI pipe for protection of under ground cable….masonry items complete.

60 285.00 Each 0.17

7 280

UADD

Supplying and installing of clamp nut etc for light fittings. 140 84.00 Each 0.12

8 13.13

UADD

Erection of steel tubular or steel rail pole or H-beam of

length exceeding 8 m but not exceeding 10 m..as required.

20 2163.00 Each 0.43

9 13.86.2

UADD

Primer coat over new steel and other metallic surface with

red oxide/..including preparation of surface.

64.6 21.00 Sqm 0.0

10 13.86.3

UADD

Primer coat with aluminium paint, brushing complete with

material and labour including preparation of surface.

64.6 28.00 Sqm 0.02

6.60Total Cost

RATE (Rs

per unit)Unit

Annexure 9.2o : Detailed BOQ and Sub Cost Estimate - External Electrification

Miscellaneous Works

S. No.SOR ITEM /


AMOU

(Lakh

7/29/2019 Annexure 9.2(1)


1 2.1/15

UADD

Earth work in surface excavation not exceeding 30 cm in

depth but exceeding 1.5 in width as well as 10 sqm on plan

including disposal of excavated earth upto 50 m and lift upto

1.5, disposed soil to be levelled and neatly dressed.

2.1.1 All kinds of soil (20x20 m) 400.00 27.00 Sqm 0.1

2 19.1/204

UADD

Trenching in ordinary soil up to a depth of 60 cm including

removal and stacking of serviceable materials and then

disposing of by spreading and neatly levelling with in a lead of

50 m and making up the trenched area to proper levels by

filling with earth or earth mixed with sludge or/and manure

before and after flodding trench with water. (excluding cost of

imported earth, sludge or manures).

120.00 129.00 Cum 0.1

3 19.2/204

UADD

Supplying and stacking of good earth at site including royalty

and carriage up to 1 km (earth measured in stackes will be

reduced by 8% for payment.

120 184.00 Cum 0.2

4 19.3/204

UADD

Supplying and stacking sludge at site including royalty and

carriage up to 1 km (sludge measured in stackes will be

reduced by 8% for payment.

120 162.00 Cum 0.1

5 19.4204

UADD

Supplying and stacking at site dump manure from approved

source including carriage up to 1 km (manure measured in

stackes will be reduced by 8% for payment.

19.4.1 Screened through sieve of IS designation 20 mm 120.00 162.00 Cum 0.1

6 19.6/204UADD

Uprooting weeds from the treched area after 10 to 15 days of its flooding with water including disposal of uprooted

vegetation.

400.00 137.50 100sqm

0.0

7 19.7/204

UADD

Fine dressing the ground. 400.00 103.00 100

sqm

0.4

8 19.8/204

UADD

Spreading of sludge. Dump manure or/and good earth in

required thickness (Cost of sludge, dump manure or/and

good earth to be paid seperately).

120.00 15.00 Cum 0.0

9 19.9/204

UADD

Mixing earth and sludge or manure in proportion specified or

directed by engineer in charge.

120.00 102.00 Cum 0.1

10 19.16/206

UADD

Providing and fixing MS flat iron tree guard 60 cm dia and 2 m

height above ground level formed of 4 Nos 25x6 mm and 8

Nos 25x3 mm vertical MS flats rivetted to 3 nos 25x6 mm MS

flat iron rings in two halves, bolted with 8 mm dia and 30 mmlong bolts including painting two coats with paint of approved

brand and mnaufacturer over a coat of priming, complete in

all respects.

50.00 2037.00 Each 1.0

2.4Total Cost

RATE

(Rs per unit)Unit

Annexure 9.2p : Detailed BOQ and Sub Cost Estimate - Site Development

Miscellaneous Works

S. No.SOR ITEM /


AMOU

(Lakh

7/29/2019 Annexure 9.2(1)


An

1 2.6/15

UADD






of soil.

Colums 116.38 127.00 Cum 0.15

2 2.6/15

UADD






rock.

Colums 42.32 196.00 Cum 0.08

3 4.1/34

UADD




Colum Base 15.87 4154.00 Cum 0.66

4 5.32/51

UADD




pumping of concrete to the si te of laying but excluding the

cost of centering, shuttering, f inishing and reinforcement



workability without imparing stre

i Column Foundation 36.00

ii Column 25.00

iii Plinth Beam 25.92

iv Lintel beams 15.36

v Roof Beams 25.92

vi Roof 28.80

Total 157.00 5310 Cum 8.34

5 5.20/49

UADD


bending, placing in position and binding including cost of binding wire upto floor two level including all wastage etc

complete.


6 20.1/209

UADD


removal of form for


concrete,



platform

i Roof 384.00 227.00 Sqm 0.87


cantilevers.

RATE

(Rs per unit)Unit

Annexure 9.2q : Detailed BOQ and Sub Cost Estimate - Construction of Office Cum Store Room

Miscellaneous Works

S.

No.

SOR ITEM /


AMOUNT

(Lakhs)

7/29/2019 Annexure 9.2(1)


An

RATE

(Rs per unit)Unit


Miscellaneous Works

S.

No.

SOR ITEM /


AMOUNT

(Lakhs)

i Long Beams 499.20 203.00 Sqm 1.01

ii Short Beams 115.20 203.00 Sqm 0.23


i Columns 400.00 282.00 Sqm 1.13

7 6.2/58

UADD






8 6.3/58

UADD





Deduction for doors, windows and venti latores

(i) Door 15.00

(ii) Windows 17.28



9 10.6/113

UADD



entire length and jointed together at the end of locks mounted

on specially dseigned pipe shaft with brackets, side guides

and arrange side locking with push and pull operation

complete including the cost of providing and fixing necessary

27.50 cm long wire springs grade No 2 and MS top cover of

required thickness for rolling shutters.



10 10.11/114

UADD





flash butt welded and sash.

(i) Windows- 2*8 Nos, 1.20*1.50 m 512.00


Total 832.00 198 Kg 0.82

11 10.14/115

UADD





of mild steel angle.


7/29/2019 Annexure 9.2(1)


A

RATE

(Rs per unit)Unit


Miscellaneous Works

S.

No.

SOR ITEM /


AMOUN

(Lakhs)

12 11.26.1/133

UADD

Kota/Cuddapah stone slab 30 mm thick flooring over 20 mm





120.00 899 Sqm 1.08

13 13.1.2/156

UADD


(i) inside 1200.00




14 13.45.1/161

UADD





1523.67 125 Sqm 1.90

15 13.48/161

UADD





sqm.

1183.67 75 Sqm 0.89

16 13.48.3/162

UADD







90.32 65 Sqm 0.06

17 25.2/245

UADD

Providing and fixing white vitrous china pedestal type water

closet (European type WC pan) with seat and lid, 10 litre low

level white PVC flushing cistern with manually controlled

device, conforming to IS 7231 with all f it tings and fixtures

complete including cutt ing and making good the walls and

floors wherever required.

(i) WC pan with ISI marked white solid plastic seat and lid 2.00 2525.00 Each 0.05

18 25.4/245

UADD

Providing and fixing white vitrous china flat back or wall

corner type lipped front urinal basin of 430x260x350 mm and

340x410x265 mm size respectively with automatic flushingcistern with standard flush pipe and CP brass spreaders with

brass unions and GI clamps complete, including painting of

fittings and brackets, cutting and making good the walls and

floors wherever required.

(i) One urinal basin with 5 litre white PVC automatic flushing

cistern4.00 2246.00 Each 0.09

19 25.7/246

UADD


brass pillar taps, 32 mm CP brass waste of standard pattern,


good the walls wherever required.


660x460 mm with a pair of 15 CP brass pillar taps with elbow

operated levers.

2.00 2650.00 Each 0.05

ELECTRICAL WORKS

7/29/2019 Annexure 9.2(1)


An

RATE

(Rs per unit)Unit


Miscellaneous Works

S.

No.

SOR ITEM /


AMOUNT

(Lakhs)

20 1.3/17

UADD


sockets, lamp holders / ceiling roses etc with 1.50 sqmm PVC

insulated cable FR with copper mult i strand conductor ISI

marked in concealed rigid PVC conduit (HMS) ISI marked of

suitable size and 1.5 Sqmm PVC insulator copper earth


paintin etc as required as per specification for :









21 7.1/36

UADD




I & III - 16 Amp.

3.00 1171 Each 0.04

22 9.23/51

UADD




30.00 858 Each 0.26

23 9.32/53

UADD


cei ling fan of double ball bearing complete with standard



necessary meterials.

12.00 858 Each 0.10

24 9.31/52

UADD




12.00 600 Each 0.07

25 11.4/64

UADD




the top and GI watering pipe 20 mm dia 2.70 m long etc (but

without charcoal or coke and

2.00 7618 Each 0.15



and refilling.

1.00 520 Each 0.01

41.70Total Cost

7/29/2019 Annexure 9.2(1)


Annex

1 3.12/35


o


(i) 100 mm dia Heavy class 1.00 Each 1221.00

(ii) 150 mm dia heavy class 23.00 Each 2226.00

(iii) 200 mm dia heavy class 33.00 Each 3518.00

(iv) 250 mm dia heavy class 5.00 Each 5170.00

(v) 300 mm dia heavy class 8.00 Each 7180.00

(vi) 400 mm dia heavy class 2.00 Each 13576.00

2 3.13/35


o








3 4.17//57


oBends


17 of IS IS 9523/2000 in the nominal diametres with external

bitumen coating and internal cement mortar linning (laying








4 4.11/54

UADD












5 16.3/161

UADD


class.



VALVES AND SPECIALS

Annexure 9.2r : Detailed BOQ and Sub Cost Estimate - Valves & Specials, CD Works and Thurs

Clear Water Feeder Mains from BPTs to Villages

S.

No.

SOR ITEM /


RATE

(Rs per unit)

7/29/2019 Annexure 9.2(1)


Annex



S.

No.

SOR ITEM /


RATE

(Rs per unit)





6 16.6/161

UADD

Chamering cast iron pipes of all types and classes to make

suitable for tyton joints.







7 16.1/79

UADD

Providing and fixing of cast iron double flanged sluice valve

as per IS 14846-2000 fitted with cast iron cap including

jointing and testing with cost of jointing materials such as

bolts , nuts, rubber insertions etc al l complete (for Scour

valves).

(i) 100 mm dia PN 1.6 4.00 Each 4115.00

(ii) 150 mm dia PN 1.6 128.00 Each 6415.00

(iii) 200 mm dia PN 1.6 184.00 Each 11407.00

(iv) 250 mm dia PN 1.6 25.00 Each 17702.00

(v) 300 mm dia PN 1.6 45.00 Each 20732.00

(vi) 400 mm dia PN 1.6 11.00 Each 124396.00

8 4.23/60

UADD

Providing and laying Ductile iron double scoket flanged Tee

conforming to IS 9523/2000 having dimensions as per table

21 of IS 9523/2000 in the nominal dimetres / sizes with

external bi tuminous coating and internal cement mortar

l ining with f inishing as per clause 3 of IS 9523/2000 (laying


(i) 100 x 100 mm 3.00 Each 1228.00

(ii) 150 x100 mm 59.00 Each 1584.00

(iii) 200 x150 mm 85.00 Each 2760.00

(iv) 250 x150 mm 11.00 Each 3381.00

(v) 300 x 200 mm 21.00 Each 4909.00

(vi) 400 x 300 mm 5.00 Each 11222.00

9 6.14/82

UADD

Providing and fixing cast iron double air vlaves flanged with

in-built isolating valve as per IS 14845/2000 including jointing

and testing with cost of jointing material and rubber insertion

all complete as per IS 13095/1991.

(i) 80 mm dia PN 1.6 784.00 Each 2450.00

10 Internet

price listProviding and fixing of brass/bronze Discharge control

valve as per ISP9001:2000 CE, nominal prerssure 1.6 Mpa

all complete.

(i) 100 mm dia PN 1.6 184.00 Each 1200.00


7/29/2019 Annexure 9.2(1)


Annex



S.

No.

SOR ITEM /


RATE

(Rs per unit)

11 2.6/15

UADD





m, disposed earth to be levelled and neatly dressed. All

kinds of soil.

(I) For 7 m height pillars- 714 2998.80 Cum 127.00

(iI) For 5 m height pillars-2117 7017.86 Cum 127.00

(iiI) For 3 m height pillars-1915 6348.23 Cum 127.00

(iv) For 1 m height pillars-611 2025.47 Cum 127.00

122.6/15

UADD






Ordinary rock.





13 4.1/34

UADD








14 5.32/51

UADD







proport ions as per IS 9103 to accelerate, retard sett ing of





Foundation

(I) For 7 m height pillars- 714 251.33 Cum 5310

(iI) For 5 m height pillars-2117 592.76 Cum 5310

(iiI) For 3 m height pillars-1915 589.82 Cum 5310

(iv) For 1 m height pillars-611 141.14 Cum 5310

Superstructure

(I) For 7 m height pillars- 714 2249.10 Cum 5310

(iI) For 5 m height pillars-2117 4234.00 Cum 5310

7/29/2019 Annexure 9.2(1)


Annex



S.

No.

SOR ITEM /


RATE

(Rs per unit)

(iiI) For 3 m height pillars-1915 2298.00 Cum 5310

(iv) For 1 m height pillars-611 244.40 Cum 5310

Slab 1665.85 Cum 5310

15 5.20/49

UADD




complete.

5.20.3 Cold twisted bars 1103975.55 Kg 59.00

16 20.1/209UADD

Centering and shuttering including strutting, propping etc andremoval of form for


concrete,

I (I) For 7 m height pillars- 714 5026.56 Sqm 138.00

(iI) For 5 m height pillars-2117 11855.20 Sqm 138.00

(iiI) For 3 m height pillars-1915 11796.40 Sqm 138.00

(iv) For 1 m height pillars-611 3763.76 Sqm 138.00


platform

Slab 12814.20 Sqm 227.00


(I) For 7 m height pillars- 714 17992.80 Sqm 282.00

(iI) For 5 m height pillars-2117 29638.00 Sqm 282.00

(iiI) For 3 m height pillars-1915 16086.00 Sqm 282.00

(iv) For 1 m height pillars-611 1710.80 Sqm 282.00

17 15.1/151

UADD



and disposal of excavated earth, lead up to 50 m and lift upto


(I) For 90o

Bends- 72 Nos 369.36 Cum 129.10

(iI) For 45o

Bend -560 Nos 2217.60 Cum 129.10

(iiI) For 22½o

Bend - 1730 Nos 3235.10 Cum 129.10

18 15.3/151

UADD

Earth work in excavation for pipe trenches in all k inds of

rocks in areas including dressing, stacking of useful

materials and disposal of unserviceable one upto 50 m lead

and lift upto 1.5 m.

(a) Soft rock with or without blasting or bituminous

pavement.

(I) For 90o Bends- 72 Nos 184.68 Cum 206.00

(iI) For 45o

Bend -560 Nos 1108.80 Cum 206.00

(iiI) For 22½o

Bend - 1730 Nos 1617.55 Cum 206.00

THRUST BLOCKS

7/29/2019 Annexure 9.2(1)


Annexu



S.

No.

SOR ITEM /


RATE

(Rs per unit)

19 15.19/153

UADD




including concrete laying, cost of centering, shuttering,

finishing and including admixtures in recommended

proportions as per IS 9103 to accelerate, retard sett ing of

concrete, improve workability without imparing strrength and

durability as per direction of Engineer-in-chief., M20 grade

design mix reinfored cement concrete by using 405 Kg of

cement per cum of concrete. All work up to plinth level

excluding the cost of reinforcement.

(i) RCC Grade M 20 8733.09 Cum 5387

20 15.22/155UADD

Providing and placing in posit ion cold twisted or un coatedHYSD steel bar and hot rolled deformed steel reinforcement

for RCC work including cutting, bending, binding etc

complete including cost of binding wire and wastage.

Sub-Structure 357445.37 Cum 55

Total Cost

7/29/2019 Annexure 9.2(1)


Annexure 9.2 r

0.01

0.51

1.16

0.26

0.57

0.27

0.08

4.42

10.08

2.07

5.15

1.45

0.13

5.95

13.08

2.34

5.87

2.67

0.39

18.54

33.29

6.95

14.54

6.38

0.01

0.41

Blocks

AMOUNT

(Lakhs)

174766232.xlsx.ms_officeAnnexure 9.2r SNC lavalin Infra Structure Pvt. Ltd.

7/29/2019 Annexure 9.2(1)


Annexure 9.2 r

Blocks

AMOUNT

(Lakhs)

0.78

0.13

0.34

0.09

0.11

3.25

5.76

0.88

1.75

0.42

0.16

8.21

20.99

4.43

9.3313.68

0.04

0.93

2.35

0.37

1.03

0.56

19.21

2.21


7/29/2019 Annexure 9.2(1)


Annexure 9.2 r

Blocks

AMOUNT

(Lakhs)

3.81

8.91

8.06

2.57

1.96

4.58

4.15

1.32

12.46

29.15

26.37

8.41

13.35

31.48

31.32

7.49

119.43

224.83


7/29/2019 Annexure 9.2(1)


Annexure 9.2 r

Blocks

AMOUNT

(Lakhs)

122.02

12.98

88.46

651.35

6.94

16.36

16.28

5.19

29.09

50.74

83.58

45.36

4.82

0.48

2.86

4.18

0.38

2.28

3.33


7/29/2019 Annexure 9.2(1)


Annexure 9.2 r

Blocks

AMOUNT

(Lakhs)

470.45

196.59

2586.97

Annexure 9.2(1)

Documents