Detailed Estimate

Local Government Engineering Department

Scheme Code : 38967-23-10115 Scheme Preparation Date :

Road Code : FY & Type of Rate : 2022-2023 (General)
Financial Year : 2022-2023 District : SHERPUR
Name of the Scheme : Supplying, fitting and fixing CC Camera & Some Civil Work at 3 No Char Astodhor Union, Nakla Upazila, Dist: Sherpur Upazila : NAKLA

SL Item Code Description of Work Unit Location / Length Width Height / Area / No of Total Qty Unit Amount
No Component Depth Volume Item of Works Rate
1 2 3 4 5 6 7 8 9 10 11 12 13

1. 11.01.05 Supply of furniture for Primary School each Steel Almirah 1.000 1.00 1.000
Supplying Steel Almirah (Size : 1.8mx0.9mx0.675m) with
required number of drawers, made of 18 BWG MS sheet at 1.000 26116.57 26116.57
front and two parallel sides and 20 BWG MS sheet at back
side as per approved design and specification in/c superior
quality painting with synthetic best quality prior
approvedenamel paint in/c welding, plane surfacing,
denting points, fitting and fixing standard lock with two sets
of keys and also lock in drawers etc. all complete as per
direction of the E-I-C. (Rate is inclusive of delivering the
furniture at the selected school).

2. 12 Supplying Voltage Stabilizer as required capacity. All LS 1.00 8000 8000.00

Complete as per direction of the E-I-C

3. 12.49 Monitor each 32" Monitor 1.000 1.00 1.000

Supply and fixing of 32" 1.000 35462.00 35462.00

Monitor of following technical specification or
equivalent:Screen Size :
32"Resolution : 1,366 x 768 or
higherHDR (High Dynamic Range) : HDRHDR
10+ : SupportContrast Enhancer :
YesAuto Motion Plus : YesDolby Digital
Plus : YesSound Output (RMS) : 20WSpeaker
Type : 2CHActive Noise Reduction :
YesAspect ratio : '4:3 /16:9Wide
Screen : YesSound Mirroring :
YesWiFi Direct :
YesHDMI : 2 (with minimum 3 meter
HDMI Cable)USB : 1Power
Supply : AC220-240V 50/60HzPower
Consumption (Max) : 60 WAccepted/ Approved by the
Engineer in Charge [PWD 15.6.3]

Scheme Code : 38967-23-10115; July, 2022 Print Date/Time: 18-Oct-2022 02:18 PM Page 1
 SL Item Code Description of Work Unit Location / Length Width Height / Area / No of Total Qty Unit Amount
No Component Depth Volume Item of Works Rate
1 2 3 4 5 6 7 8 9 10 11 12 13

4. 12.50.01 IP Camera & Accessories :Type -B [PWD 15.2] each 8 CH NVR 1.000 1.00 1.000
8 Channel NETWORK VIDEO RECORDER
(NVR) 1.000 18406.00 18406.00
Supply and
fixing of 8 Channel NETWORK VIDEO RECORDER (NVR) of
following technical specification or equivalent :IP Camera
Input : 8 channelsNetwork Bandwidth
:Incoming-80 Mbps , Outgoing -80 Mbps or aboveAudio
Output : YesInterface :1
HDMI, 1 VGAResolution :
HDMI: 3840×2160, 1920×1080, 1280×1024,
1280×720 : VGA: 1920×1080,
1280×1024, 1280×720Decoding Capacity :
1ch@8MP 30fps, 4ch@1080P 30fps/2-ch@12 MP (20 fps)/4-
ch@8 MP (25 fps)/8-ch@4 MP (30
fps)compression :
Video:H.265+/H.265/H.264+/H.264/ Audio compression:
G.711ulaw /G.711alaw / G.722/
G.726Resolution
:8MP/6MP/5MP/4MP/3MP/1080P/ 720P/etc.Two-way
Talk : 1-ch, RCASync Playback :4
chSearch Mode : Time /Date, MD and Exact
Search : (accurate to
second)Playback Function : Play, Pause, Stop,
Rewind, Fast play, Slow Play, Next File, Previous File, Next
Camera, Previous Camera, Full Screen, Shuffle, Backup
Selection, Digital ZoomInterface : 1, RJ-
45 10/100/1000 Mbps self-adaptive Ethernet
interfacePoE : 8 ports
(IEEE802.3at/af) Internal
HDD : At least 1 SATA interfaces Up to 10 TB
capacity for each HDD.USB : Front
panel: 1 × USB 2.0; Rear panel: 1 × USB 3.0/USB
2.0Power Supply : Single, DC54V/ 100 to 240
VAC, 50 HzPower Consumption : NVR: ≤ 15 W
(without HDD) :PoE: ≤ 80W

Certifications : CE,FCCAccepted/ Approved by

the Engineer in Charge [PWD 15.2.1]

Scheme Code : 38967-23-10115; July, 2022 Print Date/Time: 18-Oct-2022 02:18 PM Page 2
 SL Item Code Description of Work Unit Location / Length Width Height / Area / No of Total Qty Unit Amount
No Component Depth Volume Item of Works Rate
1 2 3 4 5 6 7 8 9 10 11 12 13

5. 12.51 Supply and fixing of 2 MP, Fixed-focal ,IP Bullet CAMERA each IP Bullet Camera 1.000 4.00 4.000
(including lens, bracket, housing) of following technical
specification or equivalent :Image Sensor : 1/2.8" 4.000 9816.00 39264.00
Progressive Scan CMOSMax. Resolution : 1920 ×
1080Scanning System : Progressive
Scan Electronic Shutter Speed : 1/3 s to 1/100,000
sMin. Illumination : Color: 0.005 Lux @ (F1.2/F1.6,
AGC On) ,0 Lux withIRS/N Ratio : ≥ 52
dBIR Illumination Distance : up to 80
mPan/Tilt/Rotation Range : Pan: 0° to 360°, tilt: 0° to
100°, rotate: 0° to 360°Lens Type : Fixed-
focalMount Type : M12Focal Length
: 3.6/4/6/8 mmMax. Aperture : F1.6Field of
View : 3.6~4 mm, horizontal field of view: 86.4°-
87°,6 mm, horizontal field of view: 52°~54°,8 mm,
horizontal field of view: 41°~44°,Iris Type :
FixedSmart event : Line crossing /Tripwire
detection, intrusion detectionVideo Compression :
H.265; H.264;Video Frame Rate : main: 1920 × 1080
(1 fps–25/30 fps) sub (704 × 576, 640 × 480, 640 × 360,
320 × 240 )(1 fps–25 fps).Stream Capability :
minimum 2 streams.Video Bit Rate : 12 kbps–6144
kbps or aboveBLC :
yesHLC : yesWDR :
120 dBWhite Balance : adjustable by client software
or web browserNoise Reduction : 3D NRMotion
Detection : yesRegion of Interest (RoI) : Yes (2 areas-
minimum)Smart Illumination : yesImage
Rotation : 0°/90°/180°/270° (Supports 90°/270° with
1080p resolution and lower.)Mirror :
yesPrivacy Masking : yesAudio Compression :
G.711a; G.711Mu; G.726Alarm Event : Motion
detection, video tampering alarm, exception (network
disconnected, IP address conflict, illegal login, HDD full,
HDD error) intrusion detection, line crossing /tripwire
detection.Network :1 RJ45 10M/100M self-
adaptive Ethernet port.Cyber Security : Password
protection, encryption, HTTPs, 802.1X authentication, IP
address filtering, Digest, WSSE etc.Protocol :
TCP/IP, UDP, ICMP, HTTP, HTTPS, FTP, DHCP, DNS,
DDNS, RTP, RTSP, RTCP, PPPoE, NTP, UPnP,
SMTP,IGMP, 802.1X, IPv6, UDP, Bonjour,
etc.Interoperability : ONVIF (PROFILE S, PROFILE G,
PROFILE T).User/Host : minimum 20
usersStorage : FTP; Micro SD card (support up
to. 128 GB); NAS; SFTP.Browser : IE, Chrome,
FirefoxPower Supply : 12 VDC ± 25%, PoE(802.3 at
/af )Power Consumption : 12.5 W maxOperating
Conditions : -30 °C to +60 °C (-22 °F to +140 °F),
Humidity 95% or less (non-
condensing).Protection : IP
67Casing : MetalCertifications :
CE,UL,FCCAccepted/ Approved by the Engineer in Charge
[PWD 15.2.4]

Scheme Code : 38967-23-10115; July, 2022 Print Date/Time: 18-Oct-2022 02:18 PM Page 3
 SL Item Code Description of Work Unit Location / Length Width Height / Area / No of Total Qty Unit Amount
No Component Depth Volume Item of Works Rate
1 2 3 4 5 6 7 8 9 10 11 12 13

6. 12.52 Supply and fixing of 2 MP, Fixed-focal ,IP DOME Camera each IP DOME Camera 1.000 4.00 4.000
(including lens, bracket, housing) of following technical
specification or equivalent :Image Sensor : 4.000 9816.00 39264.00
1/2.8” or above ,2 Megapixel (minimum)

progressive CMOSMax.
Resolution : 1920 (H) ×1080 (V)Scanning
System : ProgressiveElectronic Shutter Speed
: 1/3 s to 1/100,000 sMin. Illumination :
Color: minimum 0.005 Lux
@ (F1.2/F1.6, AGC ON), 0
Lux with IRS/N Ratio : ≥ 52 dBIR
Illumination Distance : 30 m or
abovePan/Tilt/Rotation Range : Pan: 0° to 355° , tilt:
0° to 65°, rotate: 0° to
355°Lens Type : Fixed-focalMount
Type : M12Focal Length :
2.8/3.6/4/6mm Max. Aperture :
F1.6Field of View : 2.8 mm, horizontal
field of view: 106° or above;

3.6 mm, horizontal field of

view: 87° or above ; 4
mm, horizontal field of view: 86.4° or aboveIris
Type : FixedSmart
event : Line crossing /Tripwire detection,
intrusion
detectionVideo Compression :
H.265/H.264Video Frame Rate : Main :1920 ×
1080 (1 fps-25/30 fps)
Sub:704 × 576 (1 fps-25fps)/50Hz:

25fps (640 ×
480)Stream Capability : 2 streamsVideo Bit
Rate : 32 kbps–6144 kbps/32 Kbps to 16
MbpsBLC :
YesHLC :
Yes'WDR : 120dBWhite
Balance : yesNoise
Reduction : 3D NRMotion
Detection : yesRegion of
Interest(RoI) : yesSmart Illumination :
yesImage Rotation : yesPrivacy
Masking : yesAlarm Event
: Motion detection, video tampering alarm,

exception (network
disconnected, IP address

conflict, illegal login, HDD

full, HDD error)
intrusion detection, line crossing /tripwire

detectionNetwork : 1 RJ45
10M/100M self-adaptive Ethernet portCyber
Security : Password protection, encryption, ,

Scheme Code : 38967-23-10115; July, 2022 Print Date/Time: 18-Oct-2022 02:18 PM Page 4
 SL Item Code Description of Work Unit Location / Length Width Height / Area / No of Total Qty Unit Amount
No Component Depth Volume Item of Works Rate
1 2 3 4 5 6 7 8 9 10 11 12 13
802.1X authentication,
IP address filtering, Digest,

WSSE
etc.Protocol : "TCP/IP, UDP,
ICMP, HTTP, HTTPS,
FTP, DHCP, DNS,
DDNS, RTP, RTSP, RTCP,

PPPoE, NTP, UPnP,

SMTP,IGMP, 802.1X,
IPv6, UDP, Bonjour, etc."Interoperability
: ONVIF (PROFILE S, PROFILE G, PROFILE
T)User/Host : at least
20Storage : Micro SD card
(support min 128 GB); NAS;FTP

Browser : IE, Chrome,

FirefoxPower Supply : 12V DC/PoE
(802.3 at /af)Operating Conditions : -30 °C to
+60 °C (-22 °F to +140 °F), Humidity

95% or less (non-

condensing)Protection : "IP67,
IK10Casing : Camera body:
metal, bubble: plasticCertifications :
CE,FCCAccepted/ Approved by the Engineer in Charge
[PWD 15.2.3]

7. 5.02.01.2 Earth work in excavation in all kinds of soil for foundation cum Base 8.000 0.500 0.610 2.440 1.00 2.440
trenches including layout, providing center lines, local
bench-mark pillars, levelling, ramming and preparing the Septic tank 3.1416*.635 .635 2 2.534 1.00 2.534
base, fixing bamboo spikes and marking layout with chalk
powder, providing necessary tools and plants, protecting 4.974 168.00 835.63
and maintaining the trench dry etc., stacking, cleaning the
excavated earth at a safe distance out of the area enclosed
by the layout etc. all complete and accepted by the
Engineer-in-charge, subject to submit method statement of
carrying out excavation work to the Engineer-in-charge for
approval. However, engineer’s approval shall not relieve
the contractor of his responsibilities and obligations under
the contract. [PWD 02.1]
Earthwork in excavation in foundation trenches up to 1.5 m
depth and maximum 10 m lead [PWD 02.1.2]

8. 5.02.08.1 Sand filling in foundation trenches and plinth with sand cum Base 8.000 0.500 0.075 0.300 1.00 0.300
having minimum F.M. 0.5 in 150 mm layers including
leveling, watering and compaction to achieve minimum dry Septic tank 3.1416*.635 .635 .15 0.190 1.00 0.190
density of 95% with optimum moisture content (Modified
proctor test) by ramming each layer up to finished level as Below PL 3.000 1.000 0.300 0.900 1.00 0.900
per design supplied by the design office only, all complete
and accepted by the Engineer-in-charge. [PWD 02.10.1] 1.390 1088.00 1512.32

Scheme Code : 38967-23-10115; July, 2022 Print Date/Time: 18-Oct-2022 02:18 PM Page 5
 SL Item Code Description of Work Unit Location / Length Width Height / Area / No of Total Qty Unit Amount
No Component Depth Volume Item of Works Rate
1 2 3 4 5 6 7 8 9 10 11 12 13

9. 5.03.01 One layer brick flat soling in foundation or in floor with first sqm Base 8.000 0.500 4.000 1.00 4.000
class/picked jhama bricks (BDS 208) including preparation
of bed and filling the interstices with local sand, leveling Septic Tank 3.1416*.635 .635 1.267 1.00 1.267
etc. complete and accepted by the Engineer-in-charge
[PWD 03.1.1] Urinal 0.889 0.762 0.677 2.00 1.354

Toilet 1.010 1.010 1.020 1.00 1.020

7.641 518.00 3958.04

10. 5.03.03.1 Mass concrete (1:2:4) in foundation or in floor with cum base 8.000 0.500 0.075 0.300 1.00 0.300
cement, sand (F.M. 1.2) and picked jhama brick chips
including breaking of chips, screening, mixing, laying, septic tank 3.1416*.635 .635 .075 0.095 1.00 0.095
compacting to required level and curing for at least 7 days
including the supply of water, electricity, costs of tools & Urinal 0.889 0.762 0.075 0.051 2.00 0.102
plants and other charges etc. all complete and accepted by
Engineer-in-charge. (Cement: CEM-II/B-M) [PWD 03.5] Toilet 1.010 1.010 0.075 0.077 1.00 0.077
Mass concrete in foundation (1:2:4) with brick chips and
local sand of F.M. 1.2. [PWD 03.5.1] 0.574 8886.00 5100.56

11. 5.04.01 Brick works with first class bricks with cement sand (F.M. cum 15" On Base 8.000 0.381 0.150 0.457 1.00 0.457
1.2) mortar (1:6) in foundation and plinth, filling the
joints/interstices fully with mortar, racking out the joints, 10" Below PL 8.000 0.250 0.450 0.900 1.00 0.900
cleaning and soaking the bricks at least for 24 hours before
use and curing at least for 7 days etc. all complete Septic Tank 3.1416*2*.635 .5 2 3.990 1.00 3.990
including cost of water, electricity and other charges and
accepted by the Engineer-in-charge. (Cement: CEM-II/B-M) 5.347 7529.00 40257.56
(PWD 04.1)

12. 5.04.02 Brick works of width one brick or one and a half brick cum 10" Pillar 0.250 0.250 2.134 0.133 4.00 0.532
length of first class bricks with cement sand (F.M. 1.2)
mortar (1:6) in superstructure including raking out joints, 5" Wall for Toilet 0.750 0.125 2.134 0.200 3.00 0.600
filling the interstices with mortar, cleaning and soaking the
bricks at least for 24 hours before use and washing of 5" Wall 3.350 0.125 1.000 0.419 1.00 0.419
sand, necessary scaffolding, curing at least for 7 days etc.
all complete (measurement to given as 250 mm width for 1.551 8174.00 12677.87
one brick length and 375 mm for one brick and a half brick
length) and accepted by the Engineer-in-charge. (Cement:
CEM-II/B-M) In ground floor (PWD 04.2)

Scheme Code : 38967-23-10115; July, 2022 Print Date/Time: 18-Oct-2022 02:18 PM Page 6
 SL Item Code Description of Work Unit Location / Length Width Height / Area / No of Total Qty Unit Amount
No Component Depth Volume Item of Works Rate
1 2 3 4 5 6 7 8 9 10 11 12 13

13. 5.05.01.03 RCC WORKS: 1:2:4 (measured on gross concrete section) cum Toilet Slab 1.570 1.570 0.100 0.246 1.00 0.246
(f'c = 19 MPa, minimum f'cr = 26 MPa in nominal mix
1:2:4), with brick-chips (Sand of F.M. 1.2 and F.M. 2.2 in Septic Tank Slab 3.1416*.635 .635 .150 0.190 1.00 0.190
equal proportion) Reinforced cement concrete works with
minimum cement content relates to mix ratio 1:2:4 having 0.436 8817.00 3844.21
maximum water cement ratio = 0.45 and minimum f'cr =
26 MPa, satisfying a specified compressive strength f'c= 19
MPa at 28 days on standard cylinders as per standard
practice of Code ACI/BNBC/ASTM, cement conforming to
BDS EN-197-1-CEM-I, 52.5N (52.5 MPa) / ASTM-C 150
Type – I, best quality sand [50% quantity of best local
sand (F.M. 1.2) and 50% quantity of Sylhet sand or coarse
sand of equivalent F.M. 2.2] and 20 mm down well graded
picked jhama brick chips conforming to ASTM C-33
including conducting necessary tests, breaking chips and
screening, making and placing shutter in position
maintaining true to plumb, making shutter water-tight
properly, placing reinforcement in position; mixing in
standard mixer machine with hopper fed by standard
measuring boxes, casting in forms, compacting by vibrator
machine and curing at least for 28 days, removing
centering-shuttering after specified time approved;
including cost of water, electricity, other charges etc. all
complete, approved and accepted by the Engineer-in-
charge. (Rate is excluding laboratory test fees, the cost of
reinforcement and its fabrication, placing, binding etc. and
the cost of shuttering & centering). (PWD 07.1)
Floor / roof slab, T-beam, L-beam and rectangular beam,
tie beam, lintel, stair case slab and step etc. up to ground
floor (PWD 07.1.3)

14. 5.06.01.01 Supplying, fabrication and fixing to detail as per design : kg Toilet Slab 1.570 11.000 0.617 10.656 2.00 21.312
ribbed or deformed bar reinforcement (excluding laboratory
test fees) for Reinforced concrete, produced and marked in Septic Tank Slab 3.1416*.635 .635 .150 0.995 10.00 9.950
accordance with BDS ISO 6935-2:2016 (or standard
subsequently released from BSTI) including straightening 31.262 91.00 2844.84
and cleaning rust, if any, bending and binding in position
with supply of G.I. wires,conducting necessary laboratory
tests etc. (excluding splices or laps) complete in all respect
and accepted by the Engineer-in-charge (Measurement
shall be recorded only on standard mass per unit length of
bars, while dia of bars exceeds its standard) . (PWD 08.1)
Grade 300 (B300DWR: complying BDS ISO 6935-2:2016 /
ASTM A615) ribbed or deformed bar produced and marked
according to Bangladesh standard, with minimum yield
strength, fy (ReH)= 300 MPa but fy not exceeding 350 MPa
and whatever is the actual yield strength within allowable
limit as per BNBC/ ACI 318, the ratio of ultimate tensile
strength fu to yield strength fy, shall be at least 1.25 and
minimum elongation after fracture and minimum total
elongation at maximum force is 17% and 8% respectively
: up to ground floor . (PWD 08.1.11)

Scheme Code : 38967-23-10115; July, 2022 Print Date/Time: 18-Oct-2022 02:18 PM Page 7
 SL Item Code Description of Work Unit Location / Length Width Height / Area / No of Total Qty Unit Amount
No Component Depth Volume Item of Works Rate
1 2 3 4 5 6 7 8 9 10 11 12 13

15. 5.07.09.2 Supplying, fitting and fixing single leaf door frame for all m Ms Door Frame 5.000 5.000 1.00 5.000
floors made with 38 mm x 38 mm x 6 mm M.S. angle,
fixing 125 mm long 6 nos. iron clamps of same size (with 5.000 707.00 3535.00
one end bifurcated) with the vertical members of the
frame, fixing the frame in wall with cement concrete
(1:2:4), mending good the damages, fixing 4 nos. 100 mm
size iron hinges with the vertical members of the frame, all
complete including making holes in walls, cutting, sizing,
welding, fabricating, carriage from workshop to site
including local carriage, curing etc. as per plan and drawing
etc. all complete and accepted by the Engineer-in–charge.
[PWD 11.3.2]

16. 5.08.15.2 Supplying, fitting and fixing M.S. door shutters made with sqm Door Shutter 2.134 0.711 1.517 1.00 1.517
38 mm x 38 mm x 6 mm angle outer frame, inner member
25 mm x 6 mm F.I. bar, cladding with 16 BWG M.S. sheet, 1.517 7632.00 11577.74
04 nos 75 mm long hinge, 02 nos. locking arrangement
with 50 mm x 50 mm x 6 mm M.S. angle chowkat including
all charges for welding, riveting etc. including cost of
supplying all essential fittings like iron hinges, socket bolts,
clamps, for fittig and fixing the frame, making necessary
holes in brick walls and R.C.C works and fitting with C.C.
(1:2:4) and mending good the damages including all cost
of carriage, workshop charges, electricity and labour for
fittings, fixing, curing etc. all complete and accepted by the
Engineer-in-charge.(Rate is excluding the costs of
painting). [PWD 12.15.2]

17. 5.12.01 Minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:4) sqm Plaster at Wall Toilet 3.810 2.130 8.115 2.00 16.230
with fresh cement to both inner-and outer surface of wall,
finishing the corner and edges including washing of sand, Neat cement finishing 7.620 0.250 1.905 1.00 (-) 1.905
cleaning the surface, curing at least for 7 days, cost of
water, electricity, scaffolding and other charges etc. all 14.325 299.00 4283.18
complete in all respect as per drawing and accepted by the
Engineer-in-charge. (Cement: CEM-II/B-M) ground floor.
[PWD 15.1.1]

18. 5.12.04 Minimum 12 mm thick cement sand (F.M. 1.2) plaster with sqm Toilet wall 7.620 0.250 1.905 1.00 1.905
neat cement finishing to dado with cement (1:4) up to 150
mm including washing of sand, finishing the edges and Septic tank 3.1416*2*.762 2 9.576 1.00 9.576
corners and curing at least for 7 days, cost of water,
electricity, scaffolding and other charges etc. all complete 11.481 373.00 4282.41
in all respect as per drawing and accepted by the Engineer-
in-charge. (Cement: CEM-II/B-M) ground floor. [PWD 15.3]

19. 5.12.07 Minimum 6 mm thick cement sand (F.M. 1.2) plaster (1:3) sqm toilet slab cornice 1.270 0.300 0.381 4.00 1.524
with fresh cement to ceiling, R.C.C. columns, beams,
surface of stair case, sunshades, cornices, railings, drop slab top 1.570 1.570 2.465 1.00 2.465
wall, louvers, fins and finishing the corners and edges
including washing of sand, cleaning the surface, curing at 3.989 285.00 1136.87
least for 7 days, cost of water, electricity, scaffolding and
other charges etc. all complete in all respect as per drawing
and accepted by the Engineer-in-charge. (Cement: CEM-
II/B-M) ground floor. [PWD 15.6]

Scheme Code : 38967-23-10115; July, 2022 Print Date/Time: 18-Oct-2022 02:18 PM Page 8
 SL Item Code Description of Work Unit Location / Length Width Height / Area / No of Total Qty Unit Amount
No Component Depth Volume Item of Works Rate
1 2 3 4 5 6 7 8 9 10 11 12 13

20. 5.15.03.1 Supplying, fitting and fixing country made homogeneous sqm Floor Tiles 0.000 1.00 0.000
matt finished/ rustic floor tiles complying BDS ISO 13006:
2015, water absorption ≤ 0.5%, modulus of rupture (MOR) Urinal 1.060 1.200 1.272 2.00 2.544
≥ 27 N/mm2, irrespective of color &/or design, with 20 mm
thick cement sand (F.M. 1.2) mortar (1:4) base and raking Toilet 1.630 1.630 2.657 1.00 2.657
out the joints with white cement including cutting and
laying the tiles in proper way and finishing with care etc. all 0.000 1.00 0.000
complete and accepted by the Engineer-in-charge.
(Cement: CEM-II/B-M) In ground floor (PWD BW 06.3) 5.201 1703.00 8857.30
Matt or rustic floor tiles of size 400 mm x 400 mm and
below

21. 5.16.01 Exterior standard acrylic emulsion paint of approved best sqm Plaster at Wall Toilet 3.810 2.130 8.115 2.00 16.230
quality and color having water resisting properties and
resistance properties against fungi, fading & flaking Neat cement finishing 7.620 0.250 1.905 1.00 (-) 1.905
delivered from authorized local agent of the manufacturer
in a sealed container; applying to exterior surface with 14.325 274.00 3925.05
surface preparation including cleaning, drying, making free
from dirt, grease, wax, removing all chalked and scaled
materials, fungus, mending good the surface defects using
sand paper and necessary scaffolding; applying necessary
exterior sealer of specified brand on prepared surface; then
applying necessary exterior putty of specified brand for
levelling, spot filling, crack filling and cutting by sand
paper/zero water paper; finally applying 2 coats of exterior
emulsion paint spreading by brush/roller/spray & necessary
scaffolding etc. upto desired finishing, elapsing specified
time for drying or recoating; all complete in all floors and
accepted by the Engineer-incharge. [PWD 16.1.1]

Scheme Code : 38967-23-10115; July, 2022 Print Date/Time: 18-Oct-2022 02:18 PM Page 9
 SL Item Code Description of Work Unit Location / Length Width Height / Area / No of Total Qty Unit Amount
No Component Depth Volume Item of Works Rate
1 2 3 4 5 6 7 8 9 10 11 12 13

22. 7.07.1 Supplying, fitting and fixing of Bangladesh pattern, long each Pan 1.000 1.00 1.000
pan with foot-rest.The sanitary ware shall conform
BDS1162:2014. The glaze shall be thoroughly fused to 1.000 2037.00 2037.00
body. The minimum thickness of body at any section shall
be 5 mm. When assembled together and when examined
from a distance of 60 cm, the outer surface shall not show
to the unaided eye, blemishes or defects in excess of those
listed in BDS standard. The mean value of water absorption
shall not be greater than 0.5% of the ware when dry.
When tested with chemical solutions (Acetic acid, Citric
acid, Detergent, Hydrochloric acid, Sodium hydroxide,
Sodium stearate and Sulfuric acid of various strength) as
per BDS1162:2014 procedure, none of the test pieces
should suffer any loss of reflectivity on the glaze. There
shall be no crazing and no stain on the ware. The materials
used for making glaze shall not contain lead compound. In
case of certain coloring oxides used for making colored
glaze, the lead content, if any, shall not exceed 5 percent
of the weight of the glaze materials. Appliances shall be
clearly and indelibly marked at a prominent place, visible
even after the appliances are installed with the following: a)
manufacturer’s name and/or registered trademark, b) the
number of Bangladesh standard and c) country of origin.
Each product shall also be marked with the BSTI
Certification Mark. The fixure should be placed in
position preparing the base of pan with cement mortar
(1:4) and with wire mesh or rods, if necessary in all floors
including making holes wherever required and mending
good the damages and fitting, fixing, finishing etc.
complete with all necessary fittings and connections
approved and accepted by the Engineer- in- charge.
Approx. 520 X 406.4 X 223.52 mm size, minimum 10.0 kg
of weight (PWD BW 26.07.1)

23. 7.24.1 Supplying, fitting and fixing of standard size country made each Soap tray 1.000 1.00 1.000
soap tray including making holes in walls and mending
good the damages with cement mortar (1:4) etc. all 1.000 150.00 150.00
complete approved and accepted by the Engineer- in-
charge.
PVC soap tray (PWD BW 26.24.1)

Scheme Code : 38967-23-10115; July, 2022 Print Date/Time: 18-Oct-2022 02:18 PM Page 10
 SL Item Code Description of Work Unit Location / Length Width Height / Area / No of Total Qty Unit Amount
No Component Depth Volume Item of Works Rate
1 2 3 4 5 6 7 8 9 10 11 12 13

24. 7.29.1 Supplying, fitting and fixing of best quality country made 12 each Bib Cock 1.000 3.00 3.000
mm bib cock made from copper or copper alloy, chromium
plated. The faucet conforms BDS EN 200:2009. The 3.000 1172.00 3516.00
faucet tap shall be free from any leakage, permeation and
other abnormalities. The water hammer value shall be 1.47
Mpa or under. The faucet after it has been operated
100000 times it shall be free from a seat- leakage and shall
satisfy the reverse flow preventing performance. The inside
and outside surfaces of the faucet shall be smooth and be
free from blowholes, fissures, remarkable flows or injurious
defects. The chromium plating on the faucet shall be of
class 2 grade 1. The final coating should be done with
chromium of minimum 0.1 micron.The faucet shall be
made leak proof and fixing in position with selected tape
etc. , all complete approved and accepted by the Engineer-
in- charge.
Round headed CP Conceal Bib Cock short body
(Essco/coaster/star/diamond/delux/deco/orbed/delin/triple/
master/classic headed or similar head) (PWD BW 26.29.1)

25. 7.43.2 Supplying different inside dia best quality uPVC soil, waste m Vent Pipe 8.000 8.000 1.00 8.000
and ventilation pipe having specific gravity 1.35 - 1.45, wall
thickness 2.5 mm - 3.0 mm, and other physical, chemical, 8.000 881.00 7048.00
themal, fire resistivity properties etc. as per BSTI approved
manufacturer standards or ASTM, BS/ISO/IS standards
fitting and fixing in position with sockets, bends, of uPVC
Pipe with all accessories such as Round grating /domed
roof grating bands, sockets etc. approved and accepted by
the Engineer- in- charge.
100 mm inside dia wall thickness 3.4- 4.0 mm (PWD BW
26.43.2)

26. 7.45.3 Supplying different inside dia best quality uPVC pressure m uPVC Pipe 11.939 11.939 1.00 11.939
pipe for water supply having specific gravity 1.35 - 1.45,
and other physical, chemical, themal, fire resistivity 11.939 279.00 3330.98
properties etc. as per BSTI approved manufacturer
standards or ASTM, BS/ISO/IS standards fitted and fixed in
position with sockets, bends, with all accessories such as
Round grating/domed roof grating, bends, sockets etc.
approved and accepted by the Engineer-in-charge.
25 mm dia wall thickness 2.2 mm - 3.4 mm (PWD BW
26.45.3)

27. 8.05.11.3 CO-AXIAL CABLE m CO-AXIAL CABLE 100.000 1.00 100.000

Supplying & drawing of following sizes PVC insulated &
sheathed 75 ohm impedance co-axial cables through 100.000 77.00 7700.00
prelaid pipes.
Cable manufacturer(s) must have valid type test certificate
(within last seven years) from internationally accredited
laboratory (like CPRI, KEMA etc.) ) approved/accepted by
the Engineer In Charge.[PWD-1.22.1]
6/C

TOTAL SCHEME AMOUNT: 298,923.15

Scheme Code : 38967-23-10115; July, 2022 Print Date/Time: 18-Oct-2022 02:18 PM Page 11
 SAY: 298,923.00

In Word : Taka (Two Lac Ninety-Eight Thousand Nine Hundred Twenty-Three) Only

(Rakibul Islam) (Arefin Parvej) (Tamim Bin Zahid) (Jahanara Parvin) (Mohammad Mostafijur Rahman)
Draftsman(SAE) Upazila Engineer Assistant Engineer Sr. Assistant Engineer Executive Engineer
LGED, NAKLA LGED, NAKLA LGED, SHERPUR LGED, SHERPUR LGED, SHERPUR
SHERPUR SHERPUR SHERPUR SHERPUR SHERPUR

Scheme Code : 38967-23-10115; July, 2022 Print Date/Time: 18-Oct-2022 02:18 PM Page 12