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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
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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
Intake Well Cum Pump House
3437/321
WRD
3438/322
WRD
S. No.SOR ITEM /
PAGEITEM OF WORK Quantity Unit
RATE
(Rs per
unit)
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An
Annexure 9.2b : Detailed BOQ and Sub Cost Estimate - Internal Electrification
Intake Well Cum Pump House
S. No.SOR ITEM /
PAGEITEM OF WORK Quantity Unit
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
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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.)
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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
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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
Intake Well Cum Pump House
S.
No.
SOR
ITEM /
PAGE
ITEM OF WORK Quantity Unit
RATE
(Rs per
unit)
AMOUNT
(Lakhs)
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A
1 2.6/15
UADD
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
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
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
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. 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
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An
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
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
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Anne
1 2.6/15
UADD
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
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.
i Colums 116.38 127.00 Cum 0.15
2 2.6/15
UADD
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
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.Ordinary rock.
i Colums 42.32 196.00 Cum 0.08
3 4.1/34
UADD
Providing and laying in position cement concrete of specified
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
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, 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
Reinforcement for RCC work including straightening, cutting,
bending, placing in position and binding including cost of
binding wire upto floor two level inc luding all wastage etc
complete.
5.20.3 Cold twisted bars 23550.00 59.00 Kg 13.89
6 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 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
Water Treatment Plant
S.
No.
SOR
ITEM /PAGE
ITEM OF WORK Quantity
AMOUNT
(Lakhs)
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Anne
RATE
(Rs per unit)
Unit
Annexure 9.2e : Detailed BOQ and Sub Cost Estimate - Construction of Clear Water Pump House
Water Treatment Plant
S.
No.
SOR
ITEM /PAGE
ITEM OF WORK Quantity
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
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Anne
RATE
(Rs per unit)
Unit
Annexure 9.2e : Detailed BOQ and Sub Cost Estimate - Construction of Clear Water Pump House
Water Treatment Plant
S.
No.
SOR
ITEM /PAGE
ITEM OF WORK Quantity
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
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Anne
RATE
(Rs per unit)
Unit
Annexure 9.2e : Detailed BOQ and Sub Cost Estimate - Construction of Clear Water Pump House
Water Treatment Plant
S.
No.
SOR
ITEM /PAGE
ITEM OF WORK Quantity
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
(a) Short point 1.00 418 Each 0.00
(b) Medium point 1.00 766 Each 0.01
(c) Long point 1.00 1165 Each 0.01
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
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Annexu
1 2.6/15
UADD
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
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.
Colums 19.40 127.00 Cum 0.02
2 2.6/15
UADD
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
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. Ordinary
rock.
Colums 7.06 196.00 Cum 0.01
3 4.1/34
UADD
Providing and laying in position cement concrete of specified
grade excluding the cost of centering and shuttering. All work
upto plinth level.Cement concrete grade M-15.
Colum Base 2.65 4154.00 Cum 0.11
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, 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 Foundation 5.83
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
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.
5.20.3 Cold twisted bars 4731.30 59.00 Kg 2.79
6 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 Column Foundation 20.52 138.00 Sqm 0.03
RATE
(Rs per
unit)
Unit
Annexure 9.2f : Detailed BOQ and Sub Cost Estimate - Construction of Alum Storage Room
Water Treatment Plant
S.
No.
SOR ITEM /
PAGEITEM OF WORK Quantity
AMOUNT
(Lakhs)
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Annexu
RATE
(Rs per
unit)
Unit
Annexure 9.2f : Detailed BOQ and Sub Cost Estimate - Construction of Alum Storage Room
Water Treatment Plant
S.
No.
SOR ITEM /
PAGEITEM OF WORK Quantity
AMOUNT
(Lakhs)
20.1.3 Suspended floors, roofs, landings, balconies and access
platform
Roof 80.00 227.00 Sqm 0.18
20.1.5 Lintels, beams, plinth beams, girders, bressumers and
cantilevers.
Long Beams 57.60 203.00 Sqm 0.12
Short Beams 43.20 203.00 Sqm 0.09
20.1.6 Columns pillars, piers, abutments, posts and struts.
Columns 32.40 282.00 Sqm 0.09
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 13.23 4232.00 Cum 0.56
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 25.20
Deduction for doors, windows and ventilatores
(i) Door 3.75
(ii) Windows 4.32
(iii) Ventilators 1.73
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
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Annex
RATE
(Rs per
unit)
Unit
Annexure 9.2f : Detailed BOQ and Sub Cost Estimate - Construction of Alum Storage Room
Water Treatment Plant
S.
No.
SOR ITEM /
PAGEITEM OF WORK Quantity
AMOUNT
(Lakhs)
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- 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
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 f ixed 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 72.00 370.00 M 0.27
12 11.26.1/133
UADD
Kota/Cuddapah stone slab 30 mm thick florring 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
48.00 899.00 Sqm 0.43
13 13.1.2/156
UADD
12 mm cement plaster of mix 1:5 (1cement:5 fine sand)
(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
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.
71.27 125.00 Sqm 0.09
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/10
sqm.
64.07 75.00 Sqm 0.05
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Annexu
RATE
(Rs per
unit)
Unit
Annexure 9.2f : Detailed BOQ and Sub Cost Estimate - Construction of Alum Storage Room
Water Treatment Plant
S.
No.
SOR ITEM /
PAGEITEM OF WORK Quantity
AMOUNT
(Lakhs)
16 13.48.3/162
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 25.00
(ii) Windows and Ventilatore 40.32
Total 65.32 65.00 Sqm 0.04
17 1.3/17
UADD
Point wiring including metallic switch box, sheet, switches,
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
1.3.1 Light point/Fan points
(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
1.3.2 3 pin 6 Amp socket outlet on separate board
(a) Short point 1.00 418.00 Each 0.004
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 1171.00 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.
8.00 858.00 Each 0.07
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 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
Supplying and fixing of approved make step type modular
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
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 7618.00 Each 0.08
ELECTRICAL WORKS
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Annexure 9
RATE
(Rs per
unit)
Unit
Annexure 9.2f : Detailed BOQ and Sub Cost Estimate - Construction of Alum Storage Room
Water Treatment Plant
S.
No.
SOR ITEM /
PAGEITEM OF WORK Quantity
AMOUNT
(Lakhs)
11.5 Add extra for using salt and charcoal / coke for GI plate or
copper plate earth electrode as required including excavation
and refilling.
1.00 520.00 Each 0.01
8.54Total Cost
174766232.xlsx.ms_officeWTP-ALUM ROOM SNC Lavalin Infra Structure Pvt. L
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1 2.6/15
UADD
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
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.
Colums 32.34 127.00 Cum
2 2.6/15
UADD
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
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. Ordinary
rock.
Colums 11.76 196.00 Cum
3 4.1/34
UADD
Providing and laying in position cement concrete of specified
grade excluding the cost of centering and shuttering. All work
upto plinth level.Cement concrete grade M-15.
Colum Base 4.41 4154.00 Cum
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, finishing and reinforcement including
admixtures in recommended proportions as per IS 9103 toaccelerate, 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 9.72
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
Reinforcement for RCC work including straightening, cutting,
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
Centering and shuttering including strutting, propping etc and
removal of form for
20.1.1Foundations, footings, bases of columns etc for mass
concrete,
i Column Foundation 34.20 138.00 Sqm
20.1.3 Suspended floors, roofs, landings, balconies and access
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
Water Treatment Plant
S.
No.
SOR ITEM /
PAGEITEM OF WORK Quantity
A
(
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RATE
(Rs per unit)Unit
Annexure 9.2g : Detailed BOQ and Sub Cost Estimate - Construction of Chlorine Storage Room
Water Treatment Plant
S.
No.
SOR ITEM /
PAGEITEM OF WORK Quantity
A
(
20.1.5 Lintels, beams, plinth beams, girders, bressumers and
cantilevers.
Long Beams 234.00 203.00 Sqm
Short Beams 117.00 203.00 Sqm
20.1.6 Columns pillars, piers, abutments, posts and struts.
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
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 42.48
Deduction for doors, windows and ventilatores
(i) Door 3.75
(ii) Windows 6.48
(iii) Ventilators 2.59
Net Brick work 29.66 4220 Cum9 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.
10.6.1 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
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 cl ips 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- 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
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RATE
(Rs per unit)Unit
Annexure 9.2g : Detailed BOQ and Sub Cost Estimate - Construction of Chlorine Storage Room
Water Treatment Plant
S.
No.
SOR ITEM /
PAGEITEM OF WORK Quantity
A
(
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
12 11.26.1/133
UADD
Kota/Cuddapah stone slab 30 mm thick florring 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
120.00 899 Sqm
13 13.1.2/156
UADD
12 mm cement plaster of mix 1:5 (1cement:5 fine sand)
(i) inside 156.00
(ii) out side 163.20
Deduct for doors, windows, and ventilators 18.85
Net plaster 300.35 102 Sqm
14 13.45.1/161
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
144.35 125 Sqm
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 li tre/10 sqm over and
including one coat of special primer applied @ 0.75 litre/10
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
over an under coat of primer applied @ 0.80 litre /10 sqm of
approved brand or manufacturere.
(i) Rolling shutter 25.00
(ii) Windows and Ventilatore 50.40
75.40 65 Sqm
17 1.3/17
UADD
Point wiring including metallic switch box, sheet, switches,
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
continuity conductor of green colour inside conduit including
paintin etc as required as per specification for
ELECTRICAL WORKS
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RATE
(Rs per unit)Unit
Annexure 9.2g : Detailed BOQ and Sub Cost Estimate - Construction of Chlorine Storage Room
Water Treatment Plant
S.
No.
SOR ITEM /
PAGEITEM OF WORK Quantity
A
(
1.3.1 Light point/Fan points
(a) Short point 2.00 407 Each
(b) Medium point 6.00 756 Each
(c) Long point 6.00 1154 Each
1.3.2 3 pin 6 Amp socket outlet on separate board
(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
Supplying of ISI marked switch fuse unit (rewirable type) tiple
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
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
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
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 4 1888 Each
21 9.31/52
UADD
Supplying and fixing of approved make step type modular
electronic Fan regulator single/double module including
connection etc as required on existing board.- upto 120 watt.
4.00 600 Each
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
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
Total Cost
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Anne
1 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 inc luding admixtures in recommended
proport ions as per IS 9103 to accelerate, retard setting of
concrete, improve workability without imparing strength and
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.
5.20.3 Cold twisted bars 1973.40 59.00 Kg 1.16
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
20.1.5 Lintels, beams, plinth beams, girders, bressumers and
cantilevers.
Lintels 17.80 203.00 Sqm 0.04
Roof beam 17.80 203.00 Sqm 0.04
4 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 44.06
Deduction for doors, windows and ventilatores
(i) Door 1.60
(ii) Windows 2.13
Net Brick work 40.33 4220.00 Cum 1.70
RATE
(Rs per unit)Unit
Annexure 9.2h : Detailed BOQ and Sub Cost Estimate - Construction of Office Room
Water Treatment Plant
S.
No.
SOR
ITEM /
PAGE
ITEM OF WORK QuantityAMOUNT
(Lakhs)
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RATE
(Rs per unit)Unit
Annexure 9.2h : Detailed BOQ and Sub Cost Estimate - Construction of Office Room
Water Treatment Plant
S.
No.
SOR
ITEM /
PAGE
ITEM OF WORK QuantityAMOUNT
(Lakhs)
5 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 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.
10.14.3 Single rebate 150x50 mm 55.00 370.00 M 0.20
7 13.1.2/15
6
UADD
12 mm cement plaster of mix 1:5 (1cement:5 fine sand)
(i) inside 234.00
(ii) out side 166.50
Deduct for doors, windows, and ventilators 8.47
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
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Anne
RATE
(Rs per unit)Unit
Annexure 9.2h : Detailed BOQ and Sub Cost Estimate - Construction of Office Room
Water Treatment Plant
S.
No.
SOR
ITEM /
PAGE
ITEM OF WORK QuantityAMOUNT
(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
Point wiring including metallic switch box, sheet, switches,
sockets, lamp holders / ceiling 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
ELECTRICAL WORKS
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Anne
RATE
(Rs per unit)Unit
Annexure 9.2h : Detailed BOQ and Sub Cost Estimate - Construction of Office Room
Water Treatment Plant
S.
No.
SOR
ITEM /
PAGE
ITEM OF WORK QuantityAMOUNT
(Lakhs)
(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
1.3.2 3 pin 6 Amp socket outlet on separate board
(a) Short point 1.00 418.00 Each 0.00
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
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.
8.00 858.00 Each 0.07
18 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 shackle, aluminium blads,
without regulator, AC 230-250 volts including connections
with all necessary meterials.
1 Ceiling fan (energy saver 50 W ) 1200 mm sweep 2 1888.00 Each 0.04
19 9.31/52
UADD
Supplying and fixing of approved make step type modular
electronic Fan regulator single/double module including
connection etc as required on existing board.- upto 120
watt.
2.00 600.00 Each 0.01
20 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
1.00 7618.00 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.
1.00 520.00 Each 0.01
7.12Total Cost
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1 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
proport ions 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.
Lintel beams 1.32
Roof Beams 1.32
Roof 6.72
Total 9.36 5310.00 Cum 0.50
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.
5.20.3 Cold twisted bars 1404.00 59.00 Kg 0.83
3 20.1/209
UADD
Centering and shuttering including strutting, propping etc and
removal of form for
20.1.3 Suspended floors, roofs, landings, balconies and access
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
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 36.63
Deduction for doors, windows and ventilatores
(i) Door 0.53
(ii) Windows 2.66
Net Brick work 33.44 4220.00 Cum 1.41
RATE
(Rs per unit) Unit
Annexure 9.2i : Detailed BOQ and Sub Cost Estimate - Construction of Lab Room
Water Treatment Plant
S.
No.
SOR
ITEM /PAGE
ITEM OF WORK QuantityAMOUNT
(Lakhs)
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RATE
(Rs per unit) Unit
Annexure 9.2i : Detailed BOQ and Sub Cost Estimate - Construction of Lab Room
Water Treatment Plant
S.
No.
SOR
ITEM /PAGE
ITEM OF WORK QuantityAMOUNT
(Lakhs)
5 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) 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
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 f ixed 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 39.60 370.00 M 0.15
7 13.1.2/156
UADD
12 mm cement plaster of mix 1:5 (1cement:5 fine sand)
(i) inside 198.00
(ii) out side 135.00
Deduct for doors, windows, and ventilators 7.26
Net plaster 325.74 102.00 Sqm 0.33
8 13.45.1/16
1
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.
135.00 125.00 Sqm 0.17
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.
198.00 75.00 Sqm 0.15
10 13.48.3/16
2
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 14.52 65.00 Sqm 0.01
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RATE
(Rs per unit) Unit
Annexure 9.2i : Detailed BOQ and Sub Cost Estimate - Construction of Lab Room
Water Treatment Plant
S.
No.
SOR
ITEM /PAGE
ITEM OF WORK QuantityAMOUNT
(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.
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
13 1.3/17
UADD
Point wiring including metallic switch box, sheet, switches,
sockets, lamp holders / ceiling 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 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
1.3.2 3 pin 6 Amp socket outlet on separate board
(a) Short point 1.00 418.00 Each 0.00
14 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 PartI & III - 16 Amp.
1.00 1171.00 Each 0.01
15 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.
8.00 858.00 Each 0.07
16 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 shackle, aluminium blads, without
regulator, AC 230-250 volts including connections with all
necessary meterials.
1 Ceiling fan (energy saver 50 W ) 1200 mm sweep 2 1888.00 Each 0.04
17 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.
2.00 600.00 Each 0.01
5.34Total Cost
ELECTRICAL WORKS
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1 2.6/15
UADD
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
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 soils.
Colums 145.20 127.00 Cum 0.18
2 2.6/15
UADD
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
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.
Ordinary rock.
Colums 52.80 196.00 Cum 0.10
3 4.1/34
UADD
Providing and laying in position cement concrete of specified
grade excluding the cost of centering and shuttering. All work
upto plinth level.Cement concrete grade M-15.
Colum Base 19.8 4154.00 Cum 0.82
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.
Column Foundation 39.01
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
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.
5.20.3 Cold twisted bars 45986.64 59.00 Kg 27.13
620.1/209
UADD
Centering and shuttering including strutting, propping etc
and removal of form for
20.1.1Foundations, footings, bases of columns etc for mass
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
Water Treatment Plant
S.
No.
SOR
ITEM /
PAGE
ITEM OF WORK QuantityAMOUNT
(Lakhs)
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RATE
(Rs per unit)Unit
Annexure 9.2j : Detailed BOQ and Sub Cost Estimate - Construction of Operation Gallery
Water Treatment Plant
S.
No.
SOR
ITEM /
PAGE
ITEM OF WORK QuantityAMOUNT
(Lakhs)
20.1.3Suspended floors, roofs, landings, balconies and access
platform
Roof 189.00 227.00 Sqm 0.43
20.1.5Lintels, beams, plinth beams, girders, bressumers and
cantilevers.
Long Beams 259.20 203.00 Sqm 0.53
Short Beams 369.60 203.00 Sqm 0.75
20.1.6 Columns pillars, piers, abutments, posts and struts.
Columns 316.80 282.00 Sqm 0.89
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 32.208 4232 Cum 1.36
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 32.208 4220 Cum 1.36
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.
10.6.1 80x1.25 mm MS laths with 1.25 mm thick top cover 12.50 1919 Sqm 0.24
10.7 Providing and fixing ball bearing for rolling shutters 4.00 595 Each 0.02
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
Kota/Cuddapah stone slab 30 mm thick florring 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).
189.00 899 Sqm 1.70
12 13.1.2/156
UADD
12 mm cement plaster of mix 1:5 (1cement:5 fine sand)
(i) inside 366.00
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A
RATE
(Rs per unit)Unit
Annexure 9.2j : Detailed BOQ and Sub Cost Estimate - Construction of Operation Gallery
Water Treatment Plant
S.
No.
SOR
ITEM /
PAGE
ITEM OF WORK QuantityAMOUNT
(Lakhs)
(ii) out side 366.00
Deduct for doors, windows, and ventilators 32.66
Net plaster 699.34 102 Sqm 0.71
13 13.48.3/16
2
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 12.50 65 Sqm 0.01
14 1.3/17
UADD
Point wiring including metallic switch box, sheet, switches,
sockets, lamp holders / cei ling 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 12.00 756 Each 0.09
(c) Long point 12.00 1154 Each 0.14
1.3.2 3 pin 6 Amp socket outlet on separate board
(a) Short point 3.00 418 Each 0.01
(b) Medium point 3.00 766 Each 0.02
(c) Long point 3.00 1165 Each 0.03
15 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.
3.00 1171 Each 0.04
16 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.
27.00 858 Each 0.23
58.26Total Cost
ELECTRICAL WORKS
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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
bends (conform to IS 1538).
(i) 400 mm dia Heavy class 20.00 Each 11176.00 2.24
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).
(i) 400 mm dia Heavy class 17.00 Each 8367.00 1.42
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).
(i) 400 mm dia Heavy class 41.00 Each 11400.00 4.67
5 16.3/161
UADD
Labour for cutting following ductile iron pipes of any type and
class.
(i) 400 mm dia Heavy class 41.00 Each 156.00 0.06
6 16.3/161
UADD
Chamering cast i ron pipes of all types and classes to make
suitable for tyton joints.
(i) 400 mm dia Heavy class 41.00 Each 755.00 0.31
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).
(i) 300 mm dia Heavy class 17.00 Each 124396.00 21.15
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
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A
AMOUN
(Lakhs
RATE
(Rs per unit)
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
10 2.6/15
UADD
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
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.
(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
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
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. Ordinary
rock.
(i) For 7 m height pillars- 14*3 = 42 135.24 Cum 196.00 0.27
(ii) For 5 m height pillars-11*12 =132 326.04 Cum 196.00 0.64
(iii) For 3 m height pillars-9*20=180 444.60 Cum 196.00 0.87
(iv) For 1 m height pillars-5*10=50 123.50 Cum 196.00 0.24
12 4.1/34
UADD
Providing and laying in position cement concrete of specified
grade excluding the cost of centering and shuttering. All work
upto plinth level.Cement concrete grade M-15 Base Slab.
(i) For 7 m height pillars- 14*3 = 42 20.29 Cum 4154.00 0.84
(ii) For 5 m height pillars-11*12 =132 48.91 Cum 4154.00 2.03
(iii) For 3 m height pillars-9*20=180 66.69 Cum 4154.00 2.77
(iv) For 1 m height pillars-5*10=50 18.53 Cum 4154.00 0.77
13 5.32/51
UADD
Providing and laying in posit ion 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, 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
(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
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A
AMOUN
(Lakhs)
RATE
(Rs per unit)
Annexure 9.2k : Detailed BOQ and Sub Cost Estimate - Valves & Specials, CD Works and Thurst Blocks
Clear Water Rising Main from WTP to Salkanpur WTP
S. No.
SOR ITEM
/ PAGE ITEM OF WORK Quantity Unit
(iv) For 1 m height pillars-5*10=50 13.20 Cum 5310 0.70
Superstructure
(i) For 7 m height pillars- 14*3 = 42 145.53 Cum 5310 7.73
(ii) For 5 m height pillars-11*12 =132 264.00 Cum 5310 14.02
(iii) For 3 m height pillars-9*20=180 216.00 Cum 5310 11.47
(iv) For 1 m height pillars-5*10=50 20.00 Cum 5310 1.06
Slab 228.15 Cum 5310 12.11
14 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.
5.20.3 Cold twisted bars 151644.00 Kg 59.00 89.47
15 20.1/209
UADD
Centering and shuttering including strutting, propping etc and
removal of form for
20.1.1Foundations, footings, bases of columns etc for mass
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
20.1.3 Suspended floors, roofs, landings, balconies and access
platform
Slab 1755.00 Sqm 227.00 3.98
20.1.6 Columns pillars, piers, abutments, posts and struts.
(i) For 7 m height pillars- 14*3 = 42 1058.40 Sqm 282.00 2.98
(ii) For 5 m height pillars-11*12 =132 1848.00 Sqm 282.00 5.21
(iii) For 3 m height pillars-9*20=180 1512.00 Sqm 282.00 4.26
(iv) For 1 m height pillars-5*10=50 140.00 Sqm 282.00 0.39
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
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An
AMOUNT
(Lakhs)
RATE
(Rs per unit)
Annexure 9.2k : Detailed BOQ and Sub Cost Estimate - Valves & Specials, CD Works and Thurst Blocks
Clear Water Rising Main from WTP to Salkanpur WTP
S. No.
SOR ITEM
/ PAGE ITEM OF WORK Quantity Unit
(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
mixed and machine vibrated design mix cement concrete of
specified grade for reinforced cement concrete work including
concrete laying, cost of centering, shuttering, finishing and
including admixtures in recommended proportions as per IS
9103 to accelerate, retard setting 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 20 197.27 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
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Anne
1 3.12/35
UADDProviding and laying in position cast iron double flanged 90
o
bends (conform to IS 1538).
(i) 450 mm dia Heavy class 3.00 Each 13576.00 0.41
(ii) 300 mm dia heavy class -
2 3.12/35
UADDProviding and laying in position cast iron double flanged 45
o
bends (conform to IS 1538).
(i) 450 mm dia Heavy class 22.00 Each 11176.00 2.46
(ii) 300 mm dia heavy class 13.00 Each 7180.00 0.93
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 external
bitumen coating and internal cement mortar l inning (laying
conforming to IS 12288/1987).
(i) 450 mm dia Heavy class 96.00 Each 8367.00 8.03
(ii) 300 mm dia heavy class 57.00 Each 2978.00 1.70
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).
(i) 450 mm dia Heavy class 121.00 Each 11400.00 13.79
(ii) 300 mm dia heavy class 70.00 Each 5404.00 3.78
5 16.3/161
UADD
Labour for cutting following ductile iron pipes of any type and
class
(i) 450 mm dia Heavy class 121.00 Each 156.00 0.19
(ii) 300 mm dia heavy class 70.00 Each 126.00 0.09
6 16.6/162
UADD
Chamering cast iron pipes of all types and classes to make
suitable for tyton joints
(i) 450 mm dia Heavy class 121.00 Each 860.00 1.04
(ii) 300 mm dia heavy class 70.00 Each 651.00 0.46
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).
(i) 300 mm dia Heavy class 32.00 Each 20732.00 6.63
(ii) 200 mm dia heavy class 7.00 Each 11407.00 0.80
AMOUNT
(Lakhs)
RATE
(Rs per unit)
VALVES AND SPECIALS
Annexure 9.2k : Detailed BOQ and Sub Cost Estimate - Valves & Specials, CD Works and Thurst Blocks
Clear Water Rising Main from WTP to Kankaria and Bhesan WTP
S. No.SOR ITEM
/ PAGE ITEM OF WORK Quantity Unit
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Anne
AMOUNT(Lakhs)RATE(Rs per unit)
Annexure 9.2k : Detailed BOQ and Sub Cost Estimate - Valves & Specials, CD Works and Thurst Blocks
Clear Water Rising Main from WTP to Kankaria and Bhesan WTP
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
conforming to IS 12288/1987).
(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
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
depth, 1.5 m in widdth as wel l 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.
(i) For 7 m height pillars- 9*4 = 36 115.92 Cum 127.00 0.15
(ii) For 5 m height pillars-11*9 =99 244.53 Cum 127.00 0.31
(iii) For 3 m height pillars-11*5=55 135.85 Cum 127.00 0.17
(iv) For 1 m height pillars-5*5=25 61.75 Cum 127.00 0.08
11 2.6/15
UADD
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
depth, 1.5 m in widdth as wel l 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. Ordinary
rock.
(i) For 7 m height pillars- 9*4 = 36 115.92 Cum 196.00 0.23
(ii) For 5 m height pillars-11*9 =99 244.53 Cum 196.00 0.48
(iii) For 3 m height pillars-11*5=55 135.85 Cum 196.00 0.27
(iv) For 1 m height pillars-5*5=25 61.75 Cum 196.00 0.12
12 4.1/34
UADD
Providing and laying in position cement concrete of specified
grade excluding the cost of centering and shuttering. All work
upto plinth level.Cement concrete grade M-15 Base Slab.
(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
(iv) For 1 m height pillars-5*5=25 9.26 Cum 4154.00 0.38
CROSS DRAINAGE WORKS
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Anne
AMOUNT
(Lakhs)
RATE
(Rs per unit)
Annexure 9.2k : Detailed BOQ and Sub Cost Estimate - Valves & Specials, CD Works and Thurst Blocks
Clear Water Rising Main from WTP to Kankaria and Bhesan WTP
S. No.SOR ITEM
/ PAGE ITEM OF WORK Quantity Unit
13 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, 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
(i) For 7 m height pillars- 9*4 = 36 15.84 Cum 5310 0.84
(ii) For 5 m height pillars-11*9 =99 31.68 Cum 5310 1.68
(iii) For 3 m height pillars-11*5=55 19.36 Cum 5310 1.03
(iv) For 1 m height pillars-5*5=25 6.60 Cum 5310 0.35
Superstructure
(i) For 7 m height pillars- 9*4 = 36 124.74 Cum 5310 6.62
(ii) For 5 m height pillars-11*9 =99 198.00 Cum 5310 10.51
(iii) For 3 m height pillars-11*5=55 66.00 Cum 5310 3.50
(iv) For 1 m height pillars-5*5=25 10.00 Cum 5310 0.53
Slab 125.78 Cum 5310 6.68
14 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.
5.20.3 Cold twisted bars 89699.25 Kg 59.00 52.92
15 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 massconcrete,
(i) For 7 m height pillars- 9*4 = 36 316.80 Sqm 138.00 0.44
(ii) For 5 m height pillars-11*9 =99 633.60 Sqm 138.00 0.87
(iii) For 3 m height pillars-11*5=55 387.20 Sqm 138.00 0.53
(iv) For 1 m height pillars-5*5=25 176.00 Sqm 138.00 0.24
20.1.3 Suspended floors, roofs, landings, balconies and access
platform
Slab 1755.00 Sqm 227.00 3.98
20.1.6 Columns pillars, piers, abutments, posts and struts.
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Anne
AMOUNT(Lakhs)RATE(Rs per unit)
Annexure 9.2k : Detailed BOQ and Sub Cost Estimate - Valves & Specials, CD Works and Thurst Blocks
Clear Water Rising Main from WTP to Kankaria and Bhesan WTP
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
(iv) For 1 m height pillars-5*5=25 70.00 Sqm 282.00 0.20
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 lif t upto
1.5 m, disposal earth to be levelled, neatly dressed.
(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
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
concrete laying, cost of centering, shuttering, finishing and
including admixtures in recommended proportions as per IS
9103 to accelerate, retard setting 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 20 260.19 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
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1 2.6/15
UADD
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
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.
Colums 58.19 127.00 Cum 0.07
2 2.6/15
UADD
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
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. Ordinary
rock.
Colums 21.16 196.00 Cum 0.04
3 4.1/34
UADD
Providing and laying in position cement concrete of specified
grade excluding the cost of centering and shuttering. All work
upto plinth level.Cement concrete grade M-15.
Colum Base 7.935 4154.00 Cum 0.33
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, 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 Foundation 18.00
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
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.
5.20.3 Cold twisted bars 11775.00 59.00 Kg 6.95
6 20.1/209
UADD
Centering and shuttering including strutting, propping etc and
removal of form for
20.1.1Foundations, footings, bases of columns etc for mass
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
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RATE
(Rs per unit)Unit
Annexure 9.2l : Detailed BOQ and Sub Cost Estimate - Construction of Laboratory Building
Miscellaneous Works
S.
No.
SOR ITEM /
PAGEITEM OF WORK Quantity
AMOU
(Lakh
20.1.3Suspended 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 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 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 rolling shutters of approved make, made
of required size MS laths interlocked together through their
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.
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
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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
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
(ii) Ventilators- 2*8 Nos, 1.20*0.60 m 160.00
TOTAL 416.00 198 Kg 0.8
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 0.5
12 11.26.1/133
UADD
Kota/Cuddapah stone slab 30 mm thick florring 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 1.0
1313.1.2/156
UADD12 mm cement plaster of mix 1:5 (1cement:5 fine sand)
(i) inside 600.00
(ii) out side 770.00
Deduct for doors, windows, and ventilators 32.66
Net plaster 1337.34 102 Sqm 1.3
14 13.45.1/161
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 0.9
15 13.48/161UADD Finishing walls with Delux multi surface paint for interiors andexteriors 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.
583.67 75 Sqm 0.4
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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
16 13.48.3/162
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 manufacturer.
(i) Rolling shutter 50.00
(ii) Windows and Ventilatore 40.32
Total 90.32 65 Sqm 0.0
17 1.3/17
UADD
Point wiring including metallic switch box, sheet, switches,
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
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 0.0
(b) Medium point 6.00 756 Each 0.0
(c) Long point 6.00 1154 Each 0.0
1.3.2 3 pin 6 Amp socket outlet on separate board
(a) Short point 1.00 418 Each 0.0
(b) Medium point 1.00 766 Each 0.0
(c) Long point 1.00 1165 Each 0.0
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 0.0
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 0.1
20 9.32/53UADD
Supplying, erection and testing of approved make electricceiling 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.
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
Supplying and fixing of approved make step type modular
electronic Fan regulator single/double module including
connection etc as required on existing board.- upto 120 watt.
4.00 600 Each 0.0
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 onthe 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 0.0
ELECTRICAL WORKS
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A
RATE
(Rs per unit)Unit
Annexure 9.2l : Detailed BOQ and Sub Cost Estimate - Construction of Laboratory Building
Miscellaneous Works
S.
No.
SOR ITEM /
PAGEITEM OF WORK Quantity
AMOUNT
(Lakhs)
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
23.14Total Cost
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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
Providing and laying in position cement concrete of specified
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
Reinforcement for RCC work including straightening, cutting,
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 /
PAGEITEM OF WORK Quantity
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Annexu
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 /
PAGEITEM OF WORK Quantity
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
of mild steel angle of section 50x25 mm, or base ties of 1.25
mm pressed mild steel welded or rigidly fixed together by
mechanical means, adjustable lugs with split end tail to each
jamb including steel butt minges 2.50 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 .
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
of the surface as directed by Engineer-in-charge.
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
15 mm cement plaster of mix 1:6 (1 cement : 6 sand) 138.00 Sqm 112.00 0.15
18 13.16.1/157
UADD
6 mm cement plaster of mix 1:3 (1 cement : 3 sand) 66.00 Sqm 83.00 0.05
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
Providing and fixing wash basin with CI brackets, 15 mm CP
brass pillar taps, 32 mm CP brass waste of standing pattern
including painting of fittings and brackets, cutting and making
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
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Annex
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 /
PAGEITEM OF WORK Quantity
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
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Annex
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 /
PAGEITEM OF WORK Quantity
34 1.1.1/16
UADD
Point wiring including metallic switch box, sheet, switches,
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
Point wiring including metallic switch box, sheet, switches,
sockets for 3 pin 6 Amp socket outlet point with 1.5 sqmm
PVC insulated cable FR with copper multi strand conductor
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
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Annex
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 /
PAGEITEM OF WORK Quantity
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
Providing and laying in position cement concrete of specified
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)
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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)
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Annexure 9.2n : Detailed BOQ and Sub Cost Estimate - Construction of Approach Roads
Miscellaneous Works
S. No.SOR ITEM /
PAGEITEM OF WORK Quantity Unit
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
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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 /
PAGEITEM OF WORK Quantity
AMOU
(Lakh
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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 /
PAGEITEM OF WORK Quantity
AMOU
(Lakh
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An
1 2.6/15
UADD
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
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.
Colums 116.38 127.00 Cum 0.15
2 2.6/15
UADD
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
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. Ordinary
rock.
Colums 42.32 196.00 Cum 0.08
3 4.1/34
UADD
Providing and laying in position cement concrete of specified
grade excluding the cost of centering and shuttering. All work
upto plinth level.Cement concrete grade M-15.
Colum Base 15.87 4154.00 Cum 0.66
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 si te 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 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
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.
5.20.3 Cold twisted bars 20410.00 59.00 Kg 12.04
6 20.1/209
UADD
Centering and shuttering including strutting, propping etc and
removal of form for
20.1.1Foundations, footings, bases of columns etc for mass
concrete,
i Column Foundation 96.00 138.00 Sqm 0.13
20.1.3Suspended floors, roofs, landings, balconies and access
platform
i Roof 384.00 227.00 Sqm 0.87
20.1.5Lintels, beams, plinth beams, girders, bressumers and
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 /
PAGEITEM OF WORK Quantity
AMOUNT
(Lakhs)
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An
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 /
PAGEITEM OF WORK Quantity
AMOUNT
(Lakhs)
i Long Beams 499.20 203.00 Sqm 1.01
ii Short Beams 115.20 203.00 Sqm 0.23
20.1.6 Columns pillars, piers, abutments, posts and struts.
i Columns 400.00 282.00 Sqm 1.13
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 16.74 4232 Cum 0.71
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 1:6 186.00
Deduction for doors, windows and venti latores
(i) Door 15.00
(ii) Windows 17.28
(iii) Ventilators 0.86
Net Brick work 152.86 4220 Cum 6.45
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 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.
10.6.1 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.
(i) Windows- 2*8 Nos, 1.20*1.50 m 512.00
(ii) Ventilators- 2*8 Nos, 1.20*0.60 m 320.00
Total 832.00 198 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.
10.14.3 Single rebate 150x50 mm 201.60 370 M 0.75
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A
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 /
PAGEITEM OF WORK Quantity
AMOUN
(Lakhs)
12 11.26.1/133
UADD
Kota/Cuddapah stone slab 30 mm thick flooring over 20 mm
(average) thick base laid over and jointed with grey cement
slurry mixed with pigment to match the shade of the slab
including rubbing and polishing complete with base of cement
mortar (1 cement : 4
120.00 899 Sqm 1.08
13 13.1.2/156
UADD
12 mm cement plaster of mix 1:5 (1cement:5 fine sand)
(i) inside 1200.00
(ii) out side 1540.00
Deduct for doors, windows, and ventilators 65.32
Net plaster 2674.68 102 Sqm 2.73
14 13.45.1/161
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.
1523.67 125 Sqm 1.90
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/10
sqm.
1183.67 75 Sqm 0.89
16 13.48.3/162
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
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
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 required.
White vitrous China Surgeon type wash basin of size
660x460 mm with a pair of 15 CP brass pillar taps with elbow
operated levers.
2.00 2650.00 Each 0.05
ELECTRICAL WORKS
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An
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 /
PAGEITEM OF WORK Quantity
AMOUNT
(Lakhs)
20 1.3/17
UADD
Point wiring including metallic switch box, sheet, switches,
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
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 6.00 407 Each 0.02
(b) Medium point 12.00 756 Each 0.09
(c) Long point 12.00 1154 Each 0.14
1.3.2 3 pin 6 Amp socket outlet on separate board
(a) Short point 3.00 418 Each 0.01
(b) Medium point 3.00 766 Each 0.02
(c) Long point 3.00 1165 Each 0.03
21 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.
3.00 1171 Each 0.04
22 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.
30.00 858 Each 0.26
23 9.32/53
UADD
Supplying, erection and testing of approved make electric
cei ling 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.
12.00 858 Each 0.10
24 9.31/52
UADD
Supplying and fixing of approved make step type modular
electronic Fan regulator single/double module including
connection etc as required on existing board.- upto 120 watt.
12.00 600 Each 0.07
25 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
2.00 7618 Each 0.15
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
41.70Total Cost
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Annex
1 3.12/35
UADDProviding and laying in position cast iron double flanged 90
o
bends (conform to IS 1538).
(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
UADDProviding and laying in position cast iron double flanged 45
o
bends (conform to IS 1538).
(i) 100 mm dia Heavy class 6.00 Each 1292.00
(ii) 150 mm dia heavy class 181.00 Each 2441.00
(iii) 200 mm dia heavy class 260.00 Each 3877.00
(iv) 250 mm dia heavy class 36.00 Each 5744.00
(v) 300 mm dia heavy class 64.00 Each 8042.00
(vi) 400 mm dia heavy class 13.00 Each 11176.00
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 external
bitumen coating and internal cement mortar linning (laying
conforming to IS 12288/1987).
(i) 100 mm dia Heavy class 20.00 Each 637.00
(ii) 150 mm dia heavy class 560.00 Each 1062.00
(iii) 200 mm dia heavy class 802.00 Each 1631.00
(iv) 250 mm dia heavy class 110.00 Each 2128.00
(v) 300 mm dia heavy class 197.00 Each 2978.00
(vi) 400 mm dia heavy class 41.00 Each 6503.00
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).
(i) 100 mm dia Heavy class 27.00 Each 1445.00
(ii) 150 mm dia heavy class 764.00 Each 2427.00
(iii) 200 mm dia heavy class 1095.00 Each 3040.00
(iv) 250 mm dia heavy class 151.00 Each 4605.00
(v) 300 mm dia heavy class 269.00 Each 5404.00
(vi) 400 mm dia heavy class 56.00 Each 11400.00
5 16.3/161
UADD
Labour for cutting following ductile iron pipes of any type and
class.
(i) 100 mm dia Heavy class 27.00 Each 29.00
(ii) 150 mm dia heavy class 764.00 Each 54.00
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 /
PAGEITEM OF WORK Quantity Unit
RATE
(Rs per unit)
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Annex
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 /
PAGEITEM OF WORK Quantity Unit
RATE
(Rs per unit)
(iii) 200 mm dia heavy class 1095.00 Each 71.00
(iv) 250 mm dia heavy class 151.00 Each 88.00
(v) 300 mm dia heavy class 269.00 Each 126.00
(vi) 400 mm dia heavy class 56.00 Each 156.00
6 16.6/161
UADD
Chamering cast iron pipes of all types and classes to make
suitable for tyton joints.
(i) 100 mm dia Heavy class 27.00 Each 425.00
(ii) 150 mm dia heavy class 764.00 Each 425.00
(iii) 200 mm dia heavy class 1095.00 Each 526.00
(iv) 250 mm dia heavy class 151.00 Each 584.00
(v) 300 mm dia heavy class 269.00 Each 651.00
(vi) 400 mm dia heavy class 56.00 Each 755.00
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
conforming to IS 12288/1987).
(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
CROSS DRAINAGE WORKS
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Annex
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 /
PAGEITEM OF WORK Quantity Unit
RATE
(Rs per unit)
11 2.6/15
UADD
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
depth, 1.5 m in widdth as wel l 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. 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
Earth work in excavation by mechanical means (hydraulic
excavator)/manual means over areas (exceeding 30 cm in
depth, 1.5 m in widdth as wel l 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.
Ordinary rock.
(I) For 7 m height pillars- 714 999.60 Cum 196.00
(iI) For 5 m height pillars-2117 2339.29 Cum 196.00
(iiI) For 3 m height pillars-1915 2116.08 Cum 196.00
(iv) For 1 m height pillars-611 675.16 Cum 196.00
13 4.1/34
UADD
Providing and laying in position cement concrete of specified
grade excluding the cost of centering and shuttering. All work
upto plinth level.Cement concrete grade M-15 Base Slab.
(I) For 7 m height pillars- 714 299.88 Cum 4154.00
(iI) For 5 m height pillars-2117 701.79 Cum 4154.00
(iiI) For 3 m height pillars-1915 634.82 Cum 4154.00
(iv) For 1 m height pillars-611 202.55 Cum 4154.00
14 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
proport ions as per IS 9103 to accelerate, retard sett ing 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
(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
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Annex
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 /
PAGEITEM OF WORK Quantity Unit
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
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.
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
20.1.1 Foundations, footings, bases of columns etc for mass
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
20.1.3 Suspended floors, roofs, landings, balconies and access
platform
Slab 12814.20 Sqm 227.00
20.1.6 Columns pillars, piers, abutments, posts and struts.
(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
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 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
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Annexu
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 /
PAGEITEM OF WORK Quantity Unit
RATE
(Rs per unit)
19 15.19/153
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 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
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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.
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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
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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
174766232.xlsx.ms_officeAnnexure 9.2r SNC lavalin Infra Structure Pvt. Ltd.
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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
174766232.xlsx.ms_officeAnnexure 9.2r SNC lavalin Infra Structure Pvt. Ltd.
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Annexure 9.2 r
Blocks
AMOUNT
(Lakhs)
470.45
196.59
2586.97
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